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Home My WebLink AboutProduct Approval 7/29/2015 Florida Building Code Orlline .r ti r I.:.-�_ '- '1. ' .__.-..+.�___�_.-_ ___...:___ —a�..�... •`_11 _ ♦:• Neti r'Ii �-Re4177Y�1sL!��i�7'Y�xeY.i2f Ranch l l �e BCIS Home ( Log In User Registration I Hot Topics t Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ; Links Search BI Sln�SSI -°� Product Approval rQeUSER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# LApproved' 0 r,. t` �" "�� -_�' Application Type Code Version Application Status I Comments .----- Archived ___Archived Product Manufacturer American Shutter System s'Association,Inc. Address/Phone/Email estroads Drive West Palm Beac , (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method )e,.rtfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., R.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D haps://www.fforidabuilding.orgfprlpr app dtl.aspx?param=wGEVXQwtDgs9%2P/.2ftCOhpJQoeiShOCDrfdBDPfc3tFpHgLNr4gNQIpQg`/`3d`/pad 1/2 7/2912015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 Il A.S.S.A. INC. drawing DRWG.15-08Lpd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7 for 35 psf FLISSO RIO AE A,S.S.A. INC. P.E.R DRWGA5-081.pdf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha NV Accordion Shutter Extruded aluminum interlocking blades retained by tracks I -HVHZ- Drawing#15-079 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A. INC. DRWG.15-079.pd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level"D". Max. span is,13'-2"for 30 FL1850 RIO 8E A.S.S.A. INC. P.E.R. DRWG.15-079,pdf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HVI blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o wind_Qyt_blader�� sheets number 12, 25, 28 and 28A ofinstallationdrawings for other ans and pressures. -'Blade truded aluminum interlocking blades retained by tracks 1850.3 Accordion Shutter-`Blade I Drwg# 15-080 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use ii.HV FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-08Q-odf ApprovejMr_use-outsW<9VHZ:Yes Verified By: American Test Lab of South Florida Inc. act Resistant._Yes�__\ Created by Independent Third Party: Yes DeZig.Vr.ssur.:N/A Evaluation Reports Other: Large missile level"D". Max. span is 16'-0"and FLI850 R10 AE A.S.S.A. INC...P.E.R DRWG.15-080.pd 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVI.blade, 8'-0"for +64, -72 psf load for HV blade for Keystone mountings 7-0"for+75,-75 psf for metals stud mountings and W-0"for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement Refund$tatemen Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: Rip ME 0 tps:]Awm.goridabLfilcring.org/Pr/pr_.ppp_OU.aspx?param=wGEVXQwtDqsg%2P/g2ftCOhpJQoeiShOCDrfdBDPfc3LFpHgLNr4gNQIpQg`/`3d`/`3d 212 WALTER A.TIT-LIT,JR.,P.E. tslteco@aol.com PL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUA IDIOM REPORT REPORT NO.: 15-0415:02 _ DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB--CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or WIO HV Window Blade SUBMITTED BY: American Shutter Systems''Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 i 1. PURPOSE OF EVALUA71ON: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A:S.S.A.), based on -Rule Chapter No. 61020-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended ;at least,equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMOTTE®: 2.1. PRODUCT EVALUATION DOCUMENT RED.):_ Drawing No. 15-080, titled `BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 Wl or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4//1, �b�� wing is an integral part of this Evaluation Report. 0 61111 0N.1�L� j'�''o.�,_ 4 0 6355 N.W. 36th Street, Suite 305, N#iami, Florida 33166-Phone;;po5lbAN Vax: (305) 871-1531 PRODUCT EVALUATION REPORT 1IIO.1.5-0415.02 2 2:2. VEST REPORTS: For HV Biade I Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 .and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.01=05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 14FM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8' Additionally, Report No. 0210.01-11, dated 02/1112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1096, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12114/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per, letter issued by Sabic, dated 7117/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properti V.0®°1'®�°°"'saso� e � a � R PRODUCT EVALUATION REPORT NO.15-0415.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span,vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with sedtion 11516 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, ;2008, July 1, 2011, October 27, 2010 April .27, 2011 and August 8, 2011' signed, and'sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESiSTANCE.- Large missile impact under section 1609.1.2 of The Florida Building Code, as!per ASTM E 1.886 and ASTME 1996, as well as Protocol TAS.201 ( for Blade 1)and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996(for Blade 1A). 4. MNQ LOADS RESISTANCE Accordion Shutter System has been verified to sustain windpressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail "M" .on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(PE.D.) , Drawing Mo. 15-080. Maximum S' hutt4Span'and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawling N6. 15-080. 5, INSTALLATION: For HV Blade I Shall be performed strictly in accordance with the details indicated on sheets 5, 6, T 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation, Document (P.E.D.), drawing No.15-080. Requirements for use of lo6ks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet 1 .6f 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shail ,be performed strictly in accordance with limitations included on sheet 19 of I, drawing No. 15-080. Minimum separation to glass shall be as 'Indicated on sheet 19 of drawing No. 15-080 6. MATERIAL C.HARACTEMSTMS AND SPECIPICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document (P.t.D.), drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as,indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.�OjjpWAQ No. 15-080 go# , CC V-0. PRODUCT EVALUATION REPORT NO.15-0415.02 4 7. Ll I ll1 QTIONS AND CONDITOO S OF USE: A. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Products installed within HIGH VELOCITYHURRICANE ZONES as ed on section 1620.2 of the Florida Building Code. 7.3 Product shall only be installed into poured concrete, concrete block, wood amestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A: Tilliit3 Jr., P.E. (Florida License No. 44I167), President of Tilteco, Inc. (Florida E13-0006719), ��d�aaa��p�de�,ogoo 6 EQI� o *fx�"' a.ee►re.,e � a . �� ease �`-.! ► p .e O rrr».frR'r a GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRoOUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) " DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AR(:,�I:. HV BLADES(D & i IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER,.ASCE 7-10 SHALL BF.FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 -IN ORDER TO VERIFY THAT ANCHORS-ON THIS-P.E.D.,AS-TEMq,WERE NOT OVIM' STRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NTTL USED IN THEIR ANALYSIS. BERTHA COMPONENTS 21-37 SHEET 3 REPORTS: H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE'IMPACT LOAD HAS BEEN VERIFIED IN-ACCORDANCE WITH SECTION 1626-OF THE ABOVE.MENTIONED-CODE.AS-.PER ATL. -TYPICALSYSTEM STEM SHUTTER ASSEMBLY--38-44 .. SHEET 4 ' -HV BLADE Q#0214.01-03,®0715.01-03,#1004.01-05.01214.01-05,00317.02-06.#0609.01-10 AND 80210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &#1220.01-10 AS PER-TAS-201,-TAS 202_&TAS 203 PROTOCOLS_LARGE MISSILE. BAR 8 2: I-IV/ HLA!DE�l AND HV WINbbW BLADE -HV WINDOW BLADE @#0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL - ---. _ - ___- - -- _- - -(WHERE APPJJS-aRl Fl _ TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 - 2.HV BLADE QQ AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA-H.Y.-ACCORDION PINS-(HV_SCREWS)_USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE Q 14X2.75 AND Q.14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE OETAILS FIV SHEET B SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH-AND"ISO_ksi-TENS{LE-STRENaYH.-PINS SHALL-BE-COATED WITH BERTHA HV.DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. - - - -_=CENTERMATE_ALTERNATMG DETAILS FEV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 lel AND 35.7 ksi END CONNECTION DETAILS'1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET'11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 5o ksi MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR M5I 304 OR 316 SERIES STAINLESS STEEL WITH 35 ks(MINIMUM YIELD STREN9TH. ANCHOR SCHEDULE-CONCRETE NEST 14 ANCHOR SCHEDULE- CONCRETE BLACK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FP1 BLADE 0: 12.13,14.14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE(E)&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 6'779,562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 1S EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITTY'OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT-WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA .3: BY WINDOW BLADE A ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HIURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CL65E ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA SUILDtNG'COOE•ONE LABEL �p�� SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY wrni SECTION 1710.82 OF THE FLORIDA BUILDING CODE. ^+��-D3=_t7.Y..WINDOW BLADE Q ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO D WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA (d)8£RESPONSIBLE FOR THE SITE SPECIFIC PROJECTS PR PER USE BE PO�P.E.D.BY A OEN NEER RIDA OFSREECORD,ACTING ED ENGINEER RASRA DELEGATED ENGI E CHnar WHICH WILL OM THE P.E.D.ENGINEER E THE ENGINEER OF SHHALL SCORD UBMIT TO THIS LATTER THE FOR THE PROJECT ANSITE SPECIFIC DRAWINGS FOR RENEW. {e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TFWT PREPARED IT. RJOR;+p�e'aiaine�rrrr�� y Hi h Velocity Hurricane Bone yyyyyy1�`� 'iGt'�r �aF ®2015 EASTERN METAL SUPPLY, INC. yy �j 174 BERTHA HVTM N L EGO ,a c. A A eS nAm Accordion Shutter System H.V.WDE p Wf OR W10 H.Y. WINDOW BLADE f.,^ American Shuffer Systems REV.Ne DESCRIPTION DATE DRAWN BYi M,L . �"'�'t�' c TILLIT TESTING & ENGINEERING COMPANY ,v <<. 6365 N.W.3SUa St.Ste.705,VIRGINIA GMVM%FLORIDA 3316 14$$OCiGltilyl'1s Inc. 1 OLD 11-193 +/10/1 DATE 04/10/15 phone (305)84268 West Roads Drive 2 71-1530.Fox:(305)B71-1531 �_ (+ e-marh tRo Le�aaotaom West Palm Beach, FL 33407 DRAWING NO3 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 15-080 WALTER A TILLrr Jr.P.E. 4 P.E,SEALjS(U1 RE/DATE FLORIDA Ua.g 44167 5 SHEET 6 1 OF 20 ]'o FOR WNDaW BLADE® u VARIES 1.918• 1.491" .p /JMax. r 234 Tli ±n N 0•`0. � 0.454'__ o ,pg � 4.371• m 55y. 4.385' -582 .857" h.999 41`rr. 1 HV SOLID BLADE 375• h �� ®HV 90'(180" STARTER O ®HV UNIVERSAL FLOATER a QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADED ®.HV DIRECT MOUNT HV BLADE 1A HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 1 .37 Ir 0 ® fi063-T6 ALLOY AND TEMPER .124• 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 70" h$ 2.670" (nPJ v 3.556' m ggq• 67 1.000" ft22072 842' 0d.897" 815' .092" }JV ADI. ADAPTER Wf LIP 4.43x• 12• 1.375o.wz' szD QUALIFIED FOR USE W/ HV ®HV WALK-OVER__TRA ©HV ADJ. FLOOR TRACKBLADE 10 QUALIFIED FOR USE W/ HV 0HV TRENCH TRACK s5. 3.750• 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE Q ONLY. ® HV RAINGUARD BLADE(1� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 6063-T6 ALLOY AFD TEMPER " VARIES m 1• 1915• 1.938• VARIES 1.936' 6063-T6 ALLOY BLADE TEMPER in Mb ox. 1917". 083• 063' m 083' .093' .093'' .n m . .100' .125• :ET .A60' ,060° Nei, m 670 .093" .093670 1.686" m. e 3.520• 3.529" 70 i q. 11 HV CEILING HEADER 1® HV HEADER/SILL 13 'HD CEILING HEADER131LL a Q LIFTED FOR USE W/ HV BLADEMONLY, QUALIFIED FOR USE W/ HV BLADE 10ONLY QUALIFIED FOR USE W/ HV BLADE tO 14 HD WALL HEADERSILL 6063-T6 ALL AND TEMPER SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-76 ALLOY AND-TEMPER 6063-76 Al-LOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 MN.X MN.Y MN.t X Y t 1• 1' 0.062" Q 2` 5'MAX 1/8• 1/8• 2' 2' 0.125' 3" 3• 0.090" 16 2" 5"MAX. 0.192' 0.192' 1® SIDE ANGLES ALUMINUM ANG ES 1s 2s 7°MAX. o.,sD" atso' 0 CORNER POSTS QUALIFIED FOR USE W/ HV (=--- BLADE Q QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(j)ONLY, ® 2' 5'MAX. 0.,39" 0.131" BLADE.01 6063-T6 ALLOY AND TEMPE�2 6063-T6 ALLOY AND TEMPER jeooe«iiiiis��P FLORIDA Hi h Velocity Hurricane gone p ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System FLV. FIDE#1 1(J/OR W/0 H V.1MNWN BLADE 1/ �� e American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: MJ_ TICCIT.TESTING fc ENGINEERING COMPANY ST OF Association, Inc. I OLD 11-193 4/10/15 DATE 04/10/15 _ 6155 N.W.36th SL,7I 3a9,VIRgax G RDMS.305)8 1-153]]le 4268 West Roads Drive 2 ^ Phone:(JOS)871-1530:Fax:(305)871-1531 DRAWING No S' ........ \ e-mgil:tiltecro®aol.com West Palm Beach, FL 33407 y =SS�O ' WALTER A.TWT19r.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 5 SHEET P.E.'St'AL./SIGNATURE/DATE FLORIDA U.#44167 s 2 OF 20 4.660" .929• ,{.576" .745' 2.293' MT HEAD/• TREADED HOUSING B1AMEL 2.293" .745' 0-334' S,S.M.s; 9AICE0 PNNTEO 1/4•-2a 111RFAgm DIE CAST s�0. c min 5 m (z TIP.) g HOUSIN ENAMEL Ro.1 0 N 6 m io Btl(EO PAINIm Q t' OS iO c n RE53 TURN Os 1 .062' Y m o �' ry N M W KNOB. 875' _ 1.325' o °"'• a .318 _CYLINDER 4NDER _40) -. - .. � • °i P&KEYS UKED)(CHROME (Pa. 21 HVHV CENTERMATE � '� r QUALIFIED FOR USE W/ HV BLADEO&OA ONLY 6`J s. iso• 1325 ® HV LOQ HV EGRESS LOCK tL7TfFlI _ _ 302.3' .875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T8 ALLOY-AND TEMPER- QUA ED-FOR.-USE W_ HV BLADE 1 & 1 =ONLY 5 _ _ __ 6063-TES ALLOY AND TEMPER � .' � BLADE Qt &-®'ONLY. -�--- BLADE 1O& ®ONLY. "ALIFIED FOR USE W/ HV BLADE 1 ONLY 250.O.D. 16' 2874" 6063-T6 ALLOY AND TEMPER ' PIASIIC HEAD MOLDED TO - = - - N1.75 4.045°. 2 - SCREW^.Z.079' .753' V 6b'AFTER RWIlNG 1/4"0--205x 3/4" BEFORE RIVEl1NG tiS:S THUMBSCREW 1/4 0-20 RIVNUT* *SERIES 9444 ALUMINUM 2024-T3 ALL( 0117 URGE nANCE 7MN z75O I 2750' I SHEET NUTSER6 PART$0620,AS MANUFACTURED BY AVDEL PLM! `� FRONT ELEVATION ® MAILE " " - 4.566. CHERRY lE(fORN,PARSIPPENY,NEW JERSEY 07054 OR EWAL ©7 LOCKER FOR "T" LOCI< CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV"FEMALE "T"*LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCI( QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE QUAUF)ED FOR USE W/ HV O QUALIFIED FOR USE W/ HV BLADE ONLYV�/� BLADE Q ONLY. BLADE 1O ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP EIIYY 1.9 1.917' X75' 3:161 0 0 .0 3' vTHUMBTURN .06}" Z. a .063 ,O6Z" m 3 .LSI-O CYLINDER R .214•`0 \WV Illr/�r KEY CYLINDDER .214" r . W� 4. 0.875'Min. m n g 00 i'n„ m 1 .125'Max. Cl C 0 ® e 0 0 QUALIFIED FOR USE W/ HV BLADE(1)& 1 QUALIFIED FOR USE W/ HV BLADE 1 & 1 , eo4: 60637TES ALLOY AND TEMPER 3 HD o 6063-TES ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEW&& iO m MM o VARIES, 12'MIN. 1 130" 6063-TES ALLOY AND TEMPER o 1/4'1-20 S.S.OR 3/0'0-16 t1 2" THUMBTURN ACETAL 7HVMBSCREWS. CYLINDER (SEE DETAILS) Da OR KEY CYLINDER 1e .N 1.78'Max. ® LOCKING RODD m 37s•c 1/4'0 ® HD LOCK ACETAL HV / QUALIFIED FOR USE W/ HV BLADE 1O © HV 1 4" 9-20 AISI 304 - BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 3f8"W-16 6063-T6 ALLOY AND TEMPER THUMBSCREWS B QUALIFIED FOR USE W/HV BLADED& QA Q 5 INSTALLATION WILL REQUIRE A 7/18" HOLE QUALIFIED FOR USE W/ HV BLADE(!) QUALIFIED FOR USE W/ HV BLADE 1 D TILLED AT TRACKS FOR PROPER EMBEDMENTEL Hi h Velocity Hurricane Zone it'' (ER A. T�'�`i ©2015 EASTERN METAL SUPPLY, INC. ��'••• .......... = BERTHA HVTM 1 L E C O �a A©S©"aA� Accordion Shutter System o. i KY.BLAbE#1 W/OR W/0 KV IMNDDW BLADE 7r TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Nc DESCRIPTION DAKE DRAWN BY: M-L. Association, Inc. I OLD 11-193 4/10/15 DATE 04/10/15 ��TATE nF • 8355 N36U4 SL ',Ste. 05,VIRGINIA GARDENS,FLORIDA 3316 .W.Phone:(305)B71-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No -�t1`•'�pRIDP "v i e-mail;UILeca®-1— West Palm Beach, FL 33407 3 2 LS 4 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 SA w�� :• WALTER A TILLR Jr.P.E. P.�^ I�yBRF.�FDATE FLORIDA Uc.111 14167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/80 12'MIN. L CE 625' 41 - TO BLADE TOP 10 HV BLADE 1 40 E GE to .1675"rte R 3 IN WI DOW BLADE .0625' .0625" Al.". 1� HV BLADE lA �EcnoN x-x BLADE'S '6 OPENIN .0625C1875' Y HV-LONG RECESSED NYLON BUSHING s n KNUCKLE 39 0 �) o.as2s• HV SHORT RECESSED NYLON BUSHING ' a 3 PoiRTno 40 HV NYLON HAT WASHER O OR ® _ —aF�e N R7 f /�j 3750" oR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I I d 40 n /�92.750" 1( 0.870"x3/16" THICK NYLON WHEEL. 3 I I �F z 7/6^MIN. Iv WlNoow I ��---��315'0 CLEAR 0.188"O AISI 302 SERIES S.S. RIVETS SEPARATION 03.00 3.7500" BETWEEN .0625" 0625• 4 HV 1 3 4" ACCORDION PIN W 8 HEAD * EXTERIOR I BLADE f 5 3/4" ,SFtnON Y-Y © / / / _ p ON G NIERS w, ,7500' ©3 FIV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 .47 �4 CLFAR 1/q' F gFmOR 6wAnox ® POLYCARBONATE IMPACT RESISTANT HV WINDOW r L 1 BETIwSN TYPICAL HV WINDOW BLADE AND i I 1 3s �� 3 POLYCARBONATE HV WINDOW DETAIL ® OR ® ® OT @ N.T.S. 3 ,((SEE NOTE FOR POLYCARBONATE IMPACT RESISTANT HV WINDOW REOUIREMENTSJ I 0 OR ® I I *BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC 1SC J y I 1To BILADE B MNr E INNOVATIVE PLASTIC LEXAN 103 RESIN My FIN REQUIREMENIS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). W 0)HV ' � I I (D OR ® I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N N y BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR POLYCARBONATE SOURCES FOR 4' HV @ BLADE. TYPICAL SHUTTER ASSEMBLY 1 EXTERIOR APn,rAaLE PS LT TYPICAL PHOPERMES STANDARD ee:e tawArrt (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N.T.S. HV PIN 42 OEXT AT RIOR R AT REFDE CE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 pp,32q BLADE'S ICNCI(IF. spEtRaHtt ASRI Wal 0.043 Ib/n 0.043 I6/In (SEE NOTE FOR AJECHA_ AI BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. O4 REQUIREMENTS) TENSILE YIELD SMENOIry ASTM D033 9,100 p..1 9'soa"'I TYP. FLEXURAL SMENGTH AT YIELD ASM D190 12.500 p.". 13.400 p."t. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 FLEXURAL UODULus ASM Woo 340,000 p... 343.000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, °> 9 SHEET NOERE SURAIM CRn MERsncs: Asrzt ai3a Te FT-ro/m n Fr-Inr BSMOKE ontsm' ASM 02843 47.2 R 84A x MAX WHEEL CARRIAGE DETAIL ASSE�9BLY L4YOUT RALE OF BURNING ASTM DU35- C-1 CLA55 C-1 CLASS N.T.S. � SELF ICNMON A5TEA D1029 1040'F EW*F N�A71iEe1SG: ASM G155 Le`' TMILE STRENGM AFTM WEAMMENG ASM 0J8 0302 p..J. 8640 pa.. y111.H BLADE SOLID & Q HU WINDOW BLADE DETAILS TMSLE STRESS EI RE MARiERPIG ASTM 00 0481 p..a. ano Pat. N.T.S. ODFii h Velocity Hurricane Bone 11 ©y2�01®$ ��A+STERNpMETAL�S/U�PPLY, eeGEIIjS /�9 BERTHA �U7TM —IFLE C O IN ®��© l�ccordaon Shutter System //// H.Y. BLADE#1 W/OR W/O H.V.VF7NDOW BLADE .CS American Shutter Systems REV.N. DESCRIPTION DATE IDRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY ATE OF Association, Inc. 1 OLD 11-193 4/10/1 DATE: 04/10/15 % 'JS N.W.36th.S/..St..J0.5,NRCINIA GARpfNS,FLORI04 3316 4268 West Roads Drive 2 _ Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ e-mail:8ltecobaol.com West Palm Beach, FL 33407 3 E G a -ss/OWgL� ,, WALTER A 006719TILLfr P.E Phone: (800)432-2204 . Fax: (561)209-8380 4 1 J—oca® P.E.SFACJSIONATWRC�FTE FLORIDA Uc.¢44167 5 SHEET 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES: CF ©°A®°R 1. AIANnATORY CONDITION dt: ONE HV LOCK®or 2@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST noNs T ANY A a c o ®' N N s T u ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0,OR U • ®'�.�"`®`O"'® T1'PIPI!,SIHIITTER(ELEVATION-20 x 1/2" LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON I in QNI.Y FOR p. LIMITED MANDATORY qqNDpON 42 AUER OO �EII IN z 5. TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO LOCKING RODS AT TOP & BOTTOM SHALL BE -SE F ANY SPAN ANO IN ALLATI0 AT ANY ELEVATION. HV LOCK® OR®SHALL BE ATTACHED TO�1 OR CENTERMATES W/ SAME SPECIFICATIONS AS PER 16 0 '� _ _ - MANDATORY_CONDRION #L LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL v waD_Hvr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE-DETERMINED-AS PER SCHEDULE #3 ON SHEET 12. IF DESIRED FOR BETTER PERFORMANCEOR FOR UP TO TWO HV os-x� v4 _ _ 3 MAY BE USED!S AN INSIDE OR OUTSIDE LOCK. CONNECTION OF O CENTER -v LOCKS �OR s - - - - - - - - OR BE-AS INDICATED-ON NOTE (1) ABOVE.- SEC ® ECT10 LACKS PURPOSES, MATES 4 aR@ oa 6 oa S�0 aR( °p® LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 4. OPTIONAL CONDITION 9 (VAI ED ONLY WHE R Y CONDMON #.l OR LIMITED. MANDATORY CONDMON 32 is nscD WIiUIO H.V. LOCKST: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE - - - - --$off- - --- - — -- - - - MAY ALSO-BE-USED-AT STACKING-POSITION-(NON•HURRICANE-P_OSITION). - - �� HD�C-HVC 5. MANDATORY CONOQION A2. ONE HV LOCK®�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED.TO�CORNER CENTERMATE W/(2) 1/4 A-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -01 g9 -2 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. H A g ski D_Hw � !IN / �/4 ONE ALTERNATE HV LOCK SIONS AT ANY ELEVATION.ALTERNATo F -20x3/4'S.S. THUMBSREW TOIVS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7. ••A_NbATORY CONDITION J3 FOR KEYSTONE_MOUNTIN INS 1IA'nQNs@ ONE HV LOCK®or®or®SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE 08 BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECNON To 98",AND FOR INSTALLATIONS AT ANY ELEVATION.hIV LOCK®or®or®MAY.BE USED AS AN INSIDE OR DETAILS ON o r E H 1 a K L N P 0 a v w X OUTSIDE LOCK, ATTACHED TO® or®SYMMETRICAL CENTERMATES W/(2) 1/4"=20 x 1/2' LONG FLAT HEAD S.S. SHEETS 10& 11 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ 18 TYP. FULL HEIGHT. OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE *,NOTES QN HV "T" LOCKS AND CENTEEtMATES: �Oa®Oa©+OOa®ORO+0011 1. SPAN AND 1 0+15 Q+©3 1©+1©oR OF LOCK n�AT DESELEVATION.NG R NFORC NG LBOCKEP( AY BE USED AS AS SHOWN ONA E IN 1 ED IN LIEU OF HV LECs ON HVG SHEET 9,CKS 0 OR FOR OIRIDE WH HT MUST BE +�Ga CONNECTED TO CENTER—.4.rD®9 1 1/2••LONG S.S.THREADED BOLT W/7/8"0 x 3/32• WINGNUT OR W/ 1/4.0-20x1 .S. INTO A 1/4'Ox 5/B" RNNUL LOCK MAY BE INSTALLED AT MIDSPAN OR 12Ali 6ND 86TOM IR MANDATORY ' *NOTES ON HD LOCKS & CENTERMATES: 1- : ONE ALTERNATE HD LOCK 3 MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION 1 ,LGDK3 OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD OCK®MAY BE USED N.T.S. - AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 3(�TO 3f�i IS W/3#8 x 3/8"F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB-AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL 4'T�T�yeea Tl'•. MO DA BUILDING Q0 Rl i h Velocity Hurricane lone °° ✓ ©2015 EASTERN METAL SUPPLY.INC. s'::JGf�sF • = BERTHA H tl TM •'; L E 0—IM7\ AaOeS.Ao H.V. RA #1Accordion1 Shutter System H.V. BLADE#1 W/IX2 W/0 H.V.VdNDCNf BLADE -o�,l� �F American Shutter Systems REV:N. DESCRIPTION DATE DRAWN Hr: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I an 11-tea 4/10/15 DATE: 04/10/15 5353 N.W.30m.Sc.S1°.sas,WRG01w GARDENS,FLORIDA 3315 _ •�O fiD i�P'•• 4268 West Raods Drive z +-....... Phone:(305)871-1830.Fox:(305)871-1531 DRAWING No c-mall:tuteco®aol.com Wast PGIm Baach, FL 33407 3 ' 40NA�,�,,••'•• E8-0005719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 "t.�•rrr•xr"''+• WALTER A TILLR Jr.P.E. s SHEET P.E.SEAL/SICNATURE/DATE FLORIDA Do.#44167 6 5 OF 20 POURED CONCRETE POURED POURED OR REQUIRED RETE BLOCK 1/4.0-20x3/4'S.S. CONCRETE CCNCR�TE CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED REQUIRED SEE SCHEDULE ON CONCRETE ANCHORS (SEE SCHEDULES ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETS 13& 14A) NUTS ® 12'O.C. 1" 1'• ----- 12 OR(q¢ O O Min. 1/4"O-20x3/4"S.S. Min. 77 OR 18 EO EQ' MACHINE SCREWS EQ EQ USING 1/4"-20 NUTS FM_ ® 12'O.C. 1/ E. D.k .250'Max. H 13 OR 15 —13 OR 15 D* .250' .250'Max. Max. J .0.• 1 i OPTIONAL I I i I 'OPTIONALMJN.SEPARATION TO GLASS(SEE f I I. IMIN. SEPARATIONSCEDULES ELT ' w i i TO CLASS 111�: i t II I j (SEE SCHEDULE ON —II ON 511EL•T 19 FDR I I i 7 OR � i MW.SEPARATION i i MSTINGJ SHEET 11) f i t 11 EXISTING I I I TO GLASS I 1 ?.GLASS CLASS) BDES 1Q&@ I i I —(SEE SCHEDULE ON i I� � EXISTING I SHEET 11) cuss © HV WALL HEADER INSTALLATION 0 0 HV WALL HEADER INSTALLATION 1 EXIEXIS TING i GLASS--F_ ; ' MIN.SEPARATION S—' AUK SEPNWTION DOR O I i I 1 EXISTING*a,,S� (SEE ISCHEDULE ON I 1 TD CLASS SFE I I I i t —LJ I iI TO GLASS i JI SCFIFDUILE ON SoHEET i I II 111 FOR BLADE FDR I hill i MIN.SEPARATION i iSHEET 11) i ON TO GLASS 13LAD6Qk® IIF) y (SEE SCHEDULE ON it PTIONALI I�1iSHEET' 11)OPTIONAL i, i I1/40R 15E. D.• D• ' E0 EQ 13 ors 151/4"0-20x3/4'S.S. Min. IR I EO EO PHILLIPS TRUSS HEAD 1/4"0-20x3/4"S.S.PHILLIPS 77 OR78MACHINE SCREWS USINGCONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS i" 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULES ON W/1/4'-20 NUTS 0 12'O.C. IF (SEE SCHEDULES ON Min. SHE 13&14A) P URED CONCRETEWALL SHEETS 13& 14A) OR CONCRETE BLOCK 0 CONCRETE BLOCK REQUIRED W REQUIRED O ILL S (SEE SCHEDULES ON ®HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATIONNOTE FOR 110N OF ��/ 1—SE ET SHE4 FO IErALAi * E.D. = EDGE DISTANCE INSTALLATION DETAILSVV ASSEMBLY (SE SPECIFICATIONS ON SHEET 13) O B SEEDE M A ONNS OF SHEETU'9 FOR BLADE 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. I tk Lf FLOR11 A BUILDING E Hi h Velocity Hurricane Zone m 2015 FASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System. 0 1 E C S EJ C. ■ ® ® H.V. BLADE#1 W/OR W/0 KV_WINDOW BDE American Shutter Systems REY.Na 11SCRIPIIO1 DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-tea 4/10/15 DATE. 04/10/15 �•••''. F OP;• a�n,� 6355 N.W.36th.St,SW.305,VIRGINIA GARDENS,FLORIDA 3316 _ Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 LOWING No t' a—mall:tllt_CG.l.cam West Palm Beach, FL 33407 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 080WALTER A TILLR Jr.P.E.P.E,SEAL�SIGNATURE/DATE FlDRIDA Ue.#44167 e 20 POURED CONCRETE ANCHORS i �AR�� CONCRETE (SEE SCHEDULE ON SHEET 13) JI TO'&A(SE ----TOR REQUIRED SCHEDULE ON i I ' EDGE OF 11 FOR BLADE t i l i I to ctAes ax STAB IF I CJ SIEE7 fs R D. APPLICABLE ]EXISTING I ®An6Q✓E i ' a (sFz SHEEr 11)claau aN_I i i i i MIN.SEPARATION ECLA nON r 1 GLASS i i IXISTING. i I I"(SEE 5cNE0UtE 0 i N ALTERNATE li II �t I' 10x 4'HEX GLASS—1 a I SHEET 11) 3 { I ANCHOR I WASHER HEAD I l LOCATION i t Ii i TEK SCREWS® ORt 3 OR 15 I 3/8 MIN.. 12'O.C. I I I EXISTING l i 3/8 NI CONCRETE ANCHORS i GLA55� ' r"1111� SHEET' 14 DULE ONIEDGE GF XISTING _i. - 'I ll EDGE OF I I II _._ _ _ _ _ _ "_ l _ _ _ - _EDGE._OF __ LAB_IF GLASS i SLAB IF 1/2 1 EDGE OF SLAB F APPLICABLE IN SEPARATION (TREi APPLICABLE EE . PLAABB IIF APPUCA13LE LICABLE SOETIUIE oN11 Fut MADECt _ �l 4--POURED D OR SHEET'19 FDaI 1 -OR CONCRETE - - - 1 CONCRETE- E• D. - I BLADES�A Q) I l i I REQUIRED D. E. D.---J REQUIRED POURED FLAT HEAD CONCRETE ANCHORS FIAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEEP 14) (&_HV CEILING INSTALLATION ) HV FLOOR INSTALLATION t 11 TRENCH INSTALLATION _ _ _ (DHV WALK—OVER INSTALLATION-. _ --— AIJD ONLY FOR UP T0-t70, —75 PSE-A.SA.- DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4, SHEEP 11 •S.mD� l fI—(aE 1solttEarAs1st) iIl II iIi Iir Tl I GLASi'iIi iI I 'CONCRETE ANCHORS (SEE SCHEDULES O— N Sol—oEISDNG SHEETS 14& 14A)XIMIN. SEPARATIONGEXISTING l LASS— S STING I i oamNiATIO GLASS t (SEE TSOCHO MIN. SEPARATION RM `�SHEET TO GLASS ON SFREI1qI i I 1/40 GI—(SEE SCHEDULE 0 "ANCFD TH1/4' N I O 'I iI SHEET 11) I�i TECHNOLOGY OR 1/4'0 POWERS I 4,• I 1 1 l l MAX. I rrTmTTttt FASTENERS TAPPER+ANCHORS W/ _ 1/ 8 I I I I 1 3/4'MN.EMBIDI.UENT O 6' MAX: #10x3/4'HEX ; ; O.C.FOR Up To V-O'SPAN AND . MIN. WASHER HEAD I i 4'D.O.FOR SPANS LARGER THAN 1, II TEK SCREWS 6'-0'UP TO e'-0'MAX APPLY $14x3/4' HEX HEAD I i 8' ® 12'O.C. l I tI I I 5DVAM AT EVERY FASTENER HEAD TEK SCREWS® 9'O;C. I _ __ 8 III I I (TYP.)(SEE NOTE tt Dd sF9ET 11 5 1/2• / I CONCRETE ANCHORS _ 6 + 7� 3/B $14x3/4'S.D.S. 1 B' I t PoR lIN1fAlICiS) 3/8 OR 1 4'0-20 5.5. M.S. I WHIT. MAX, SEE SCHEDULE ON n 1 I,A 9'•0.C. __ I 1/4 I g I W/NUf®9'O.C. I SHEET 14) ------ F--_-__ 17 aR 18 1/2, 1' I I )t• •.;k 1/4-0-2093/4-'SS MS Ili /i I 1 7 RIB USINO 1/4'0-20 NUTS O 12.O.C. CONCRETE ANCHORS SEE NOTE 13(b) ®1 9 30 C•F.H.S.D.S. •.^ pDy-RHO NON STRUCTURAL D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 ` .D OR CONCRETE BLACK SHEETS 13& 14A) SEE NOTE 13(b) ..,200'A11N.SS WW1.TRIM(DECORATIVE POURED CONCRETE ON SHEL7 1 '.••1 •• E.D. SILL) REQUIRED OPTIONAL. POURED EDGE OF O HV WALL FLOOR OR CONCRETE BLOCK `• 'MINE i'•' !•• POURED CONCRETE CONCRETE SLAB IF R_ITALLATION REQUIRED REQUIRED REQUIRED APPLICABLE ••,:+•' •. `� Q HV RAINGUARD INSTALLATION t © HV WALL WALK—OVER INSTALLATION N= ®KEYSTONE MOUNTING INSTALLATION NOTE FOR GOMOINATON OF SECTIONS: MAXIMUM M.D.DESIGN PRESSURE+64,-72 par '" E.D.= EDGE DISTANCE t THIS INSTALLATION SHALL DE p 'p^ A o MA%IMUM SHUTIFJi SPAN B'-o' 1-SEE SHEET 4 FOR TYPICAL SHIPPER F. SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED ♦ SEE UM TATIONS OF USE FOR S TA LL,{, Y I O 1 V DETAILS W/ Cid H V BLADE ASSEMBLY ADJACENT TO AN OPERABLE EX BLADE 1 ON SHEET 19 r-s 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. 141011. A Hi h Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. 0I BERTHA HVTM (x1 L E C A �N . Aa S O S.A� Accordion Shutter System LJL, H.V. RAM#1 W/OR W/O FEV.W)MW BLADE American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY: M.L �•((� TIWT TESTING & ENGINEERING COMPANY •: �" �' 6355 N.W.36th.SL,St..303,VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-193 4/10/15 DATE 04/10/15 _ Q•• Phone:(3D5)871-1330.Fax:(305)871-1531 4268 West Roads Drive 2 a-moll:Dltecoeaol.com West Palm Beach, FL 33407 3 DRAWING No 'w9o��s SI��P\! EB-0006719 Phone; (800)432-2204 . Fax: (561)209-8380 4 15-080 WALTER A TILUT Jr.P.E. P. E/DATE FLORIDA LIc.Q 44167 5SHEET 6 7 OF 20 SEE NOTES ON LOCKING RODS IN LOCHS a ar D AND ALTE NAE HV LCK ON `i INSTALLATIONS W HV GLADE SIA KTDEIAIL OHVF IISVAUD FOR ALL FO O 5. UT 9D• I N EXISTING G , � GLASS f/ BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH 6LADE(i p� /may x1 t Q.R®°R©#OOP®Ofl'ID i©OP OR SEE END WALLCONNErdION �D+ IS.ft©+OOft Q+Q.11 EXISTING GLASS DETAILS 9N -SHEM 10 A-I 2'x2'xt/0'x0'-2" O I ®+®oP O9+©-@+�$.RO9 OPPOSING SYMMETRYCAL 3 1/4 V — _ ——7' — 6 1/2' 7" (6063-T6 ALLOI�ALUM. I ANGLE W/(2) 1/4'0 TAPCON 1/2" .P©+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& 910x3/4'S.M.S.0) 12" W/ HV LOCK 4 or s W/ HV LOCK 1—0 25 To Gloss (4)910x1/2'S.M.S.TO NBE I O.C.FULL LENGHT. (SEE SCHEDULE ON X< SHEET 11) AT EACH ANGLE.(M) 5 ® ,� * , * FIN 3 3 \ N N 5 1 9o• + I/ 1• I/2° + 3 .a z• ---I 0UT. ® m HVC 10*�5°R© ®.RQ lJ°ft HVA HVO EXISTING GLASS POURED CONCRETE OR © O 0-4) O —— ——— - REDUCONCRE E BLOCK WALL -----AL �yO�© +0+®oa - IXISTING SYMMETRICAL * IN 6 � � oR 6. � 1 ,IN SEPaRAnoN cLAss� ®+®a 0g+©aR�+�°RQg��olms 1 CENTERMATES* 6 Q«®eRQ«®°a®+�7aR ( 7o cuss rJ ` ��E SEE SCHEDULE ON MIN. ———— .R Q. — rn HV I-�CK`o (INTERIOR) ®+®oa 19+�oa 1 9+©5 aRO SHEET 12) SEPARATION ® ®® � ® 3 oR TO cLAss _ (SEE SCHEDULE OPTIONAL --- _- ON SSGCIN 11) IN (INTERIOR) - ------------ - 0 U T A CHOR 1 1 VARI S 1 16•Q.C. 1 ---- - L * 2 VARIES —_ oa ® 2 ® OUT 6 ,/r' MAX.SLACK (EXTERIOR HVE HVF* 0 UT 5 1E,�ataiui i.... V HVD �P•TIL(�j"� Q Hi h Velocity Eiurricane Zone _ D 2Q15 EASTERN METAL SUPPLY,INC. tySF BERTHA HVTM t4o•441 7 Accordion Shutter System I� gq6 B@aC. I� P8 H.V. BLADE#1 w/OR w/o H v. >Mre»aru BLADE { Q. TICCIT TESTING & ENGINEERING COMPANY American ShutterSystems REV.N. DESCRIPTION Da1E DRAWN BY: M.L ••.FL�R��:;' Association. Inc. 1 OLD 11-193 4/10/15 DALE: 04/10/15 Q • •. 6355 N.W.38th.St.,Sl..309•NRGIMA WDENS,KARMA 3316 F �? 4268 West Roads Drive 2 DRAWING No I�Itl©L Phon.:(305)671-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 3 —�V Itl i'1 .11:tilt...®aol.com LO1Q �'�. ",•,•,,. E9-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 a- WALTER A nLUT Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Lic.9 44167 5 0 OF 20 ALTERNATE INSTALLATIN W. HV "T" LOCK 0 HV MALE FEMAE "T" S NTE S 8 LOCKERS 2h W 1 HY BLADE SFE END CONNECTION DETAILS ON SHEETS 10 Q 18 INSTALLATION M HV BLADE OUT a IN Y��DGsnNc cross eLAOEpstACN oEral FNF.INDICATED ON sHEEr e, W� HD CENTERMATES AS WELLCATS AS uI.HIS SAL F.,MAY USEm OErNI No0-rrvo, SEE END WALL CONNECTION a 6. 7 8 w 10• INSTALL!ON OETIS SFLEEf,SN DWN4 TNS SHE THIS�� DETAIL ON SHEETS 10 de 18- ©•O•©e6©♦Of®w 1 ®•®�®+®m®•®a - 2,z•5/em'-2 _ 8, . w t • g - - _ - - - _ _ - - ,_. _ •- _- -- - -.- _ - - `35(a T' N10Y)NLN. -- AR41E ji)1/4•I TMCON , e 4• (oPEIONAu - - --) AN aRS TO LroNCRETE _----------- --- -- 'C (mP/BaF10N)& _- (43110.1/x'SNS.TO TUBE i 110.3/4'FULL O HT. I N AT FMH MIGM(EYP) D.C..G FULL IFNGHf. I N (4)H.V. FINS H.V.msD•LASs $ 30_HV "T" PINS()1'P.) 4 s e 1/r ( s (sLa sa°nrte S ) LOCK (INSIDE) - - 1-- -- -- - - -- - -- - - — -- oNs�r v 1 - --- ------------ - - -- -- — — — —-—- 5 1 28 29 1 1 ® F 31 OR 2 5 OUT 31 aR 32 a 33 31 oR 32 31 oF:Q 35 2 1/4> 0-20 x 1 1/2" S.S.M.S. 4 35* (OPBONAL) SEE NOTE 6 FOR HV LOCI( * W/ 7/8"O x 3/32" WINGNUT. (aPnoNAL)IiD®—HYB OUT HDC—HVC r LOCK,ON SHEET s. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL CK CENTERMATES J at LOCK (INTERIOR) HVG* LOCK (EXTERIOR) SERIES 94"ALUMINUM . (2024-T3 AHOY)LARGE"ICE THBN ''^®eR©'�mO 10•®w SH_NIRSERT.PART 1 0820, 10•®°M1©'®°R©•®m AS WNNUFACTURED BY AVDEL CHERRY TEXTORN.PARSIPPENY.NEW JERSEY ©+O•©w©+O•®m D7054 OR DQUAL •�8a�•�8w©e�m 3 (D t SEE NIaMN CH LDCMNC ROM(D h Ha®L=S ON SLEET 8 Uww STI ILOATWa SLADE®DETALL HD0-NYD 6 :� VAUD FOR ALL CERIQRW 5 APPaYATIONS 1NRI BLADEO HDD—HYD*� FLOATING STACK Hi h Velocity Hurricane Zone �'- 0 2015 EASTERN METAL.SUPPLY, INC. • cENSF .,:� BERTHA HVTM �� o�� Accordion Shutter System KV. 01-AM 1 W/oR W/0 H.V.VAN>)OW V ADE OF American Shutter Systems REV.N. DESCRIPTION GATE DRAWN BY: WL ��.• F TILLIT TESTING dE ENGINEERING COMPANY ORID,. •(�Q Association, Inc. 1 OLD 11-193 4/10/1 GATE: oa/10/1s , L P,:• V 6355 N.W.38th.6E,Sta.7aS.VIRGINIA GARDENS,FLORIN 371 �a 4268 West Roads Dave z 3 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No e-mail;111 -e West Palm Beach, FL 33407 3 S�ONAL V EEI-o0a6718 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 WALTER A T1LUr Jr.P.E P.I-SEAL/SIGNATURE/DATE FLORIDA Uc.1 44167 6 SHEET 6 9 OF 20 POURED CONCRETE -POURED CONCRETE POURED CONCRETE OR CONCRETE POURED.CONCRETE OR OR CONCRETE, OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED ,—EXISTING GLASSS( EXISTING GLASS COSTING CLASS CONCRETE ANCHO EXISTING GLASS —(—— ) -C 2• MIN, ® 16"O.C. _ MIN.SE?ARA11ON —=F•-- ) 7" —�- 2" MIN. — TO GLASS(SEE MIN.SEPARATION MIN.SEPARATION MN.SEPAPADON SCHEDULE ON SHEET TO GLASS(SEE I I TO GLASS(SEE EQ EQ TO GLASS(SEE 11 FT1Ft(LADE QAND SCHEDULE ON SHEET i SCHEDULE ON SHEET SCHEDULE ON SHEEP ON SHEET 19 FOR 11 FOR ELME QAND I 11 FOR BLADE QAND 11 FOR BLADE QAND 1/16'x3" MAX.—` BLADES LQ&0 ON SHEET 19 FOR ON SHEET 19 FOR ON SHEET 19 FOR (6063-TG) CONT. BLADE Q&0 1/2" / BLADES Q& (LOCATE AT fLMESQ&0 ALUM. CLOSER EITHER SIDE PLATE. (LOCATE 1/2' OF 5) - AT EITHER SIDE(D ` i OUSE 1'OR 2'MAX. T i O 1/2"MIN. OF 4) T— $10x112'S.M.S. ./I _____ (AS APPI.ICABLE)x2"x1/8"x0'-2" _____ #IOzI/2"S.M.S. _____ a 16'O.C. __ - ALUMINUM CUP ANGLE ® 1s•a.c. -- 4 (1) #108/2" S.M.S.TO®&� 4 ` (2)1/4"0 TAPCONS ANCHORS TO rJ SEE DETAIL X FO ) OR ®e EITHER SIDE OF ONNECTION ®)(LOCATE AT OR �e SIDE C OR ®e SEE DETAIL X FOR OR ®® T°TRACKS SEE DETAIL.X F° 4 SIDE CONNECTION ©O1®°A©•.7O°"aO"' 0•®°" ,SIDE TAIL X FON ©.(9 6-0e1®av10•®"' 6'Q"A8 m10.®m TO TRACKSm m 6• 7Qm8 m D+®m 10•®'R©•©m©•©� TO TRACKS 10• sa 1D•Qm®.®m©.®m ,°•®m©.®m®.©.n ©.O.©m©.0.®m s.p7 .©m©.70.®m ©•70•©m©•O•®m ©•O•©^�©•O•®m ®•�mC�•®m0•®m ©•®mp-Vim®•®m ©-®mp•©m©•�m ©•O�p�Om®•Om O.O�®•®mp•®�Om©•® ®••®mom•®mp•®mOmp•® ®•®m0 ®«p•®mOmp ® ® OmO ®m,9.�m�mp•® END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL END CONNECTION DETAIL A REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4, CONCRETE BLOCK WALL �EXISTING GLASS REQUIRED GLASS 4' MIN.SEPARATION jj1 1/2"S.M. MIN.SEPARATION - ____—__ TO GLASS(SEE a 16" C. TO GLASS(SEE D �y—_—___- 6 OR®ORO Oft SCHEDULE ON SHEET SCHEDULE ON SHEET 11 FOR BLADE(HAND GONC ETE A 1/2" MIN. 11 FOR BLADE FOR n © O O ON SHEET 19 FOR ANCHOR® B°NPDES m1&® OR)3 OR'I OR'I OR CONCRETE BLADES Q&0 12"O.C. ----- - ANCHOR EQ 1 5 ® 16"O.0 ___ 1 2" MIN. '4• -- ___ 6 EQ OR®OROOR 2' IN. 2"MIN. FE LIM ATIONS EI USE FORE to ON SHEEP 2a QOR@OROORO VIE 1 5 (&R ®' PLAN ORO (61�°OR ®m©•OimaOm,o.®m DETAIL X ENDPOURED CONCRETE OR 6 7 m 8 10•®c" ED INSTALL TION CONCRETE BLOCK WALL (�•7Q•pm©•7O•�m REQUIRED 10•®m©•®m©.©m ©•O•©m©•O•®m -®mp•®m©.®m HV BLADE OR i HV WINDOW BLADE INTO ®,®mp•�m0.®m O Om 19 ©mC�•Om0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® �m0mp��ii u ONNECTION DE IL © m1©'® FLORIDA Hi h Uelocity Hurricane Zone �K '- ©2015 EASTERN METAL SUPPLY, INC. •"G1c�/v •.�� BERTHA WVTM 1/4 19. iE ® ar c. Ale Ra .�® Accordion Shutter System (jj FW. BLADE#1 W/OR W/o FIV.WINDOW BLADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN LTY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 /1°/1 DATE 0A,/%o715 ••.F OF • 6335 N.W.361h.St,Ste.303,MRGINIA GARDENS,FLORMA 3316 4268 West Roads Drive 2 G r Phane:(305)871-1530.Fox:(305)871-1531 DRAWING No -mail:tllloco©aol.com West Palm Beach, FL 33407 3 A �AL r E.,r•_�C�J •��t EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 I rJ-080 WALTER A.TILLIT Jr.P.E. 5 SHEET P.E.SEAL7S1; FLORIDA Uc.f 44167 6 10 of 20 SCHEDULE-At SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 MOTES (1)L+: MAXIMUM ALLOWABLE SPAN FOR A ♦ S6vARATTON TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" XIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE MAXIMUM SHUTY�R SPAN 'L+' OR 'L—" (ft.) RATING' FOR INSTALLATIONS W/ "L+" OR "L—" (ft.) FOR R "L—" (ft.) INSTALLATIONS R "L—" (ft.) INSTALLATIONS L—:MAX.ALLOWABLE SPAN FOR A GIVEN (t) SEE BELOW FOR MINIMUM SEPARATION TO 'CENT ® & ® or or W/ ONE INSTALLATIONS W/ W/ VJ NEGATIVE A.S.D. DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN t ENTERMATES. 21 & & �W/ TWO HV OR &)W/ ONE HV LOCKSMEE URED AT BO ELEVATION TT BUILDING HV LOCK 2 or(2� or Or ND LOCK W/ OR LOCKS OR TWO I" W NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS ® 012 CENTERMATESU & ONE HV LOCK K. OR / SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR ® W/ NO OCKING OCKING RODS ® TOP/SOTTO ODS FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK ® OR ® (VAUD FOR MOUNTING INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, TOP & BOTTOM 0(SEE NOTES t'," ® R ♦ SEE NOTES t• SHEET 7)RODS *(SEE NOTES t•,t•� GIVEN A POSITIVE A.S.D. DESIGN PRESSUR MEASURED AT BOTTOM OF SHUTTER IS 3". ® CONCRETE&W OD CONCRETE&WOOD RATING, DETERMINE MAXIMUM SPAN 'L+' uA%Iuvu NUGNUN HgPNUN uAxluuM CONCRETE FROM SCHEDULE CONCRETE&WOOD INSTALLATIONS A.S.D. - --INSTALLATIONS-0 DESIGN - INSTALLATIONS 0--- D6.D. INSTALLATIONS_ GIVEN A NEGATIVE ASA. DESIGN P�SURE WALL NOUNDNCS FLOOR CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM IGN DESIGN FLOOR/CEILING � / MINIMUM SEPARATION TO GLASS SCHEDULE: RATING WALL MOUNTING MOUNTING RATINC & RATING FLOOR/CEIUNG MOUNTING fP,el,) oh. SPAN 'L-'FROM SCHEDULE SHUTTER W ONE LOCK WTTHOLrr LOCKING RODS Tv�lJ FLOOR/CEILING NOUNIWCS FLOOOR R ALL MOUNTING / L-(R) L+-(ft) L-(0) __ L+ (ft) - -L-(u) -L+ R L-(ft)111 L+ (R) L-(ft) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA To THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ 30 13'-2" 16'-0" 13'-2"_ _76'-0" 30 12'-3' 14'-9' 3BETWEEN"L+ 0 13'-1"- 16'-0" 30 13'-2" i 6'-0' SHUTTER - OPPOSING 35 12'-8' 14'-10" 12'-8" 14-10 35 11'-9" t3'-9' 35 12'-7" 15'-7" 35 17.'-8" 14'-10' "AND°L-". SPAN t 11�RMATES 40 12'-3" 13'-10" 12'-3" 13'-10' 40 111-4" 12'-9" 40 12'-2" 15'-2" 40 12'-3" 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM GENTEMATES CENTERMATFS 45 11-11 13'-1' 11'-11' 13'-1" 45 11'-1" 12'-0' 45 11'-9" 14'-3" 45 11'-11" 13'-1' SPAN FOR COMBINATIONS IN BETWEEN 105 3 3/E', 4" _ WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 - -11'-T _L2'-5'_ _t1=-7"__ 12'75" _ 50 10'-9" 11'-5' 50 11'-6" 13'-7" 50 11'-7" 12'-5" >105"To MAX. 55 11'-4" 11'-10" 55 10'-B" 10'-11" 55 11'-3' 12'-11" 55 11'-2"_ -Ti*-10"- --FOR A GIVEN POSITIVE A.S.D.-DESIGN -- 3 7/9's_ __ _ 4 ALLOWED 60 11'-1" 11'-4' I1'-0" 11'-4" 60 10'-3" 10'-5' '60 11'-0" 12'-4" 60 10'-2" 10-11" PRESSURE RATING: �5 65 10'-10" 10'-10" 10'-7" 10'-10" 65 10'-0" 10'-0• 65 10'-9' 11'-11" 65 9'-5" 10'-1" DETERMINE: s USE 2 1/Y FOR HD LOCK® OR Q-+®. Lt+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR FPI CE ERMA, 70 10'-6" 10'-6' 10'-2" 10'-6" 70 9'-8" 9'-e" 70 10'-7' 11'-5" 70 8'-9' _ " INSTALLATIONS. 75 10'-1" 10'-1" 9'-1p" 10'-1" 75 9'-4" 9'-4' 75 10'-4" 11'-i" 75 - 8'-9 L2+-MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GLASS SCHEDULL- NG INSTALLATIONS. SHUTTER W/ ON LOCK&TWO LOCKING RODS OR 80 W-10" 9'-9" 9'-7" 9'-10" 80 9'-0" W-0' 80 10'-0" 10'-9" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 85 9'-6" 9'-6' 9'-3' 9'-6' 85 8'-9" 8'-9" 85 9'-9" 10'-5" PRESSURE RATING: 90 9'-3" 9'-3' 9'-0' 9'-3" 90 8'-6" B'-6" 90 9'-5" 10'-1" DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ 9'-0' " 8'-9' 9'-0' 95 8'-3" B'-3' 95 9'-2" 9'-10' L7-=MAX.SPAN FOR WALL MOUNTIN 95 8'-9 G SPAN SYMMETRICAL OPPOSING too 8:-9" 8'-4" W-6' W-9' 100 B'-1' 8'-1" 100 9'-0" 9'-7- INSTALLATIONS. CEE1T1r.FtMATFS CENTERMATFS Lz-= MAX.SPAN FOR FLOOR/CEILING 105 B'-7' 7'-11' B'-4" B'-4' 105 7'-11' 7'-11' 105 8'-9" 9'-4' MOUNTING INSTALLATIONS. .OR OLESS 2 3/4' •• 3.3/16" 110 8'-47'-7" 8'-2' 7'-17' 110 7'-8" 7'-7" 110 8'-7' 9'-2' MAXIMUM SHUTTER SPAN "L+"OR"L FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL >105"TO MAX 115 W-2' 7'-3' 8'-0' 7'-7" 115 7'-6' 7'-3" 115 8'-4' W-11' ALLOWfU 3 1/4'••• 3 1/4" 120 8'-0' 6'-11" 7'-1tl" 7'-4" 120 7'-4' 6'-11' 120 8'-2' 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "L7t". 'L2+", SHALL BE LIMITED TO 105 Lt "AND .1-.1as USE 2 15/16' FOR HV"T°LOCK,4'®0 W/®S 125 7'-10" 6'-B" 7'-e" 7'-O" 125 7'-3° 6'-8" 125 8'-0" SHALL DESIGN LOAD. *� USE 4 1/B"FOR HV"T"LOCK e}W 5 130 7'-8' W-5" 7'-6' 6'-9' 130 7'-1" 6'-5" 130 7'-10" 8'-1" (4) GO TO ANCHOR SCHEDULE WITH FINAL ER / 135 7'-7' 6'-2" 7'-4" 6'-6' 135 6'-11° 6'-2" 135 7'-9" 7'-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CEM MATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5' 5'-11" 7'-3' 6'-3" 140 6'-10" 5'-11" 140 7'-7" 7'-6" 1 DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND K457'-3" 5'-9" 7'-1" 6'-0" 145 W-8' 5'-9' 145 7'-5" 7'-3- 1507'-2' 5'-7" 7'-0" 5'-10" 150 6'-7" 5'-7" 150 - ^7'-4° 7'-0 CONCRETE&MANSORf WOOD 7'-0• 5'-5" 6'-10" 5'-8" 155 6'-6" 5'-5' 155 7'-2" W-9.' H.V. CORNER CENTERMATE JJ3 MAY DE ' 6'-11' 5'-2" 6'-9" 5'-6" 160 6'-5' 5'-2" _160_ 7'-1" _ 6'-7" WALL A. B, C. D. E, M. N.0, P.Q.R. USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L. S&V. 8'-10' S'-1" 6'-8• 5'-4' 165 6'-3" 5'-1" 165 7'-0' B'-4' SPECIFICATIONS SHALL BE AS INDICATED ON s-s4-116-75'-2" 170 6'-2" 4'-I1' 170 V-11" B'-2' MANDATORY CONDITION #2 NOTE#5, SHEET 5. FLOOR/CQLINC 6'-7' 4'-s" 6'-s' S-ot75 6'-1_ 4-s175 s-9s'-a. OUNTINGG H. I, 11 + J. T, U, W & X. 6'-6' 4'-8' 6'-M1' 4'-10" 180 6'-0" 4'-8" 180 6'-8" 5'-10' i'EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR"L-"AND MAXIMUM AS.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-6" 6'-3" 4'-9° 185 5'-11' 4'-6" 185 6'-7" 5'-8" BLOCK SHALL BE UMITED AS FOLLOWS: e 1 7gp 6'-4' 4'-5" 6'-2• 4'-7" _ 190 _ 5'-10' 4'-5" ISO 6'-6" 5'-6• 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.e.f. O H�0 BLADE 195 6'-3' 4'-3" 6'-1' 4'-6" 195 5'-9" 4'-3' .195 6'-5' 5'-5' AND 8'-0' SPAN Y E V 200 6'-2' 4'-2° 6'-0' V-5" 200 5'-9" 4'-2' 200 6'-4" 5'-3' SEE MOUNTING ON SHEET 7. 205 6'-0' 4'-1" 8'-0" 4'-3" 205 5'-8" 4' �f7f ��?y 6'-3" 5'-1' - (', HI h Velocity. Hurricane Zone )� ©2015 EASTERN METAL SUPPLY, INC_ C� S'''r'�9 BERTHA HVTM r�:• I L ECO IN ® e ® Accordion Shutter System H.v KAM#1 w/OR w/o H.v vwNoaw MADE ArrT®rlcan Shutter Systems REY.W DESCRIPTION DATE DRAWN BY: M.L 1 S '�OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/1 DATE: 04/10/16 i' 0753 N.W.311th.SL.St,.303.VIRGINIA GARDENSFLORIDA 331 , 6 ir`''•. 4268 West Roads Drive 2 334 West Palm Beach, fl 33407 • �_ ....... �G� Phone:(305)871-1330.Fax:(305)1171-1531 3 DRAWING NO ,-moll:Bltoco®aol.com 9 . Ee-0006719 Phane: (800)432-2204 . Fax: (561)209-8380 4 F 5 '080 WALTER A TILLIT Jr.P.E. P.E.S(AL�S(GIOA'(GRE/DATE FLORIN Ue. 44167 6 H F 20 I j �- x.• :111 �:� :�1 i h�::i ••�� i. ,i•.�ll�:• 1 �: •�. :al.' 1,7:11111 _11�� i O 1. mommm��;mommm� �m mmm�m7�jOmIWO [MEMmOmmm0IIm Wim® :• �m®mou000®mm000 vmmmvamoo'mmmouvoo;0mmvovo®ooRaoom�� ' mmm000n©mmm000�aimmmononv;mmmv000©m mooavoon0000 mmmoonoa®MMM"nvommm0000vmmmnovnomm�mnnnnn000"MM" mmmmm�oommm00000®mmEavovommmoov�ao'mmmvov� 0000®v. mmmmmo®vmlmm0o000mmm0oo00a�mm0o0�a0KOKO 3 oo��AME"" mmmm0o 1"M IMm00non;mmm0oo00;mlmmuo0v0,®MMIN EN o;oos7oMMM ®immmoQn©o�®moony®!®mmMM"Mm ® mmoo®vo""MUMMEHM UNIMMME0 M; M ;n0000®®v' ®�mn w®o'mmmnvo©�'mmmvovvMm®mo oomiommmMI131 m®®©, ®m®mnm®veoam®moovoolmmm�mvonvemmmmndvota®motmtmvINEM"MmHNoo',00noMM o©o mmmom©oammmom®ooasrmmoovoo:mmvovvoQmmomm000,onommmmm mmm®©vo�almmmn0000;mmmng®®vmmem©vomv®mmomvoo 0000®v©o sammo©000mmmnME111M mm e n ommm000ve�mmm®c�ovonomm�moo mmmm®ov000mm®®mormvoommmoovo ®moovvov®mm©aomojoor�©o®aol = ®m®m00001�mmm000v0m®m0m0O�'m®©ovoaommomw===[ ®DOoi ®mmm©m000mmmo®ovommmv000 mmomiavoomm®00000,00mm®000 • ' mm®©0000mmmo©o0o,mmm0000nmi�©ovo�ao.m�olm�a000000®®moo; mmi�®DODO Ammo©OvO;mmm000v0 MEN=" ®m®000000r m®m00000 mmmm0000�0000000®n©0000E oo©v®oeaol ' mmmo0vvommmooeaoo;mmm00000momoovooio�m000000ano©o©ooi mmmvoomommm00000mmm00000.�mmoovovomm0000vmono®m000' ommoo ®®mm000vmmmm0000v;mmmvooivom0000000mm®moo®onomm©omm ' a�m000000mm000vommmm00000®momeooimovm;onmmom 0m©O0000�mm00v0ojmmmvovvo�tm000�is0�EUKU00000M MM=== �mmom0000mmmmovv�amm0000000m0000�a=Mm===== nm®®©000 mm000000 m000000mmvov0000m®ov0000amomoovoo;on©o®000; mm000voomm000voo;mmoaav000m00000SUMMEN00000n®®000�, onn000vvv®mmoovoowovooIRMUNKEMOM NOW 0000NIIIIIIIIIIIIIIIIIII 11m M =101I io;on©00000; ®�0000000Nnovnoo voa 000voAomnv000noimovovo on®©onMwimmmmmm n®� 0 _ '', • ' O -` ;.r j ®�no�000�nam00000vomoovn UHHE vvooHn000voomo�oA000l' • �' � i I As MIAMI 'ir 1American Shutter Systems ' Association, Inc.(.305)871-1531 DRAWING NoEEI-0005719 Phone: (500)432-2204 . Fax: (561)209-8380 15-080 4268 West Roads Drive 1. C0000I.Com West Palm Beach, FL 33407 0 i 4 SRO SCHEDULE FOR A GWEN MAX. SHLHMR SPAI_ A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBST S (SEE LIOUNTINCS,E G,&H ON SHEETS 6&7) , POURED CONCRETE �;, (A) TO EXISTING POURED CONCRETE:(Min.f e-3 kaT) MAxwuu QWA11 SILL MOUNTING .@ CEILING MOUNTING @FLOOR MOUNTING 7 4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min. I's-3 ksi SPAN A;G.uO,oc SPAGIMG t _ 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Mtn.)t'c=3 ksi) (11) 014 DESIGN NEGATIVE LAAO ppl AS.D.DESIGN NEGATIVE LOAD paf A.S.D.DESIGN NEGATIVE LOAD peT TAPCON W(TH ADVANCm - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(MIn.('a=2 k"i) 30 40 64 ?5 90 120 760 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 1015 205 .fHREAOFORM.�Ct840LOGY - t f4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY to 12110 9 s 6 s 55 14 12 10 9 8 8 6 8 14 12 10 9 e 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTtER SYSTEMS ASSOCIATION,INC, - - - - - - - - - - - - - 14 12 10 9 8 8 s 6 ALL POINTS SOLID-SET (Min.f c-3 ksi) OR 14 72 t0 9 8 8 6 •6 14 12 10 9 8 8 B 6 14 12 10 9_ 8 8 6 5 BLUE TAP W/CAP NOTES: 14 12 10 0 8 8, 6 7 14 12 10 9 8 8 6 a 14 12 10 9 _ 8 6 6 TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS -14y 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 8 8 14 12 10 9 8 8 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 1 8 8 0 4 14 12 10 9 8 a 6 4.5 14 12 10 9 8 6 4 3,6 ) MINIMUM EMBEDMENT-OF'1/4"0 x 3 4'ALL POINTS ANCHORS SHALL-BE 7/8"-INTO THE POURED CONCRETE.NO EMBEDMENT A2 MI / 14 12 10 9 8 a 8 4.5 14 12 10 9 8 8 e 5.6 14 12 10 9 e e 8 45 INTO STUCCO SHALL BE PERMR'M 1/4"0-2D S•5.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCD EXIST,AND 14 12 10 9 75 5,5 3.5, - 14 12 10 9 8 B 6 5 14 12 10 9 6 7 3.5 4 4 BEE LI AaONS OF USE FDR 1"MINIMUM FOR WALLS WITH NO STUCCO, - _ 8SL DE�7 ON SHEET 19 5'_04 - - - _ - - - - 14. 12. 10 9 8 8 -6.4,5 - A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.-PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 tO 9 a 7 4- 14 12 10 9 8 6.5 5 3.5 14 12 -10 8 6.5 5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 75 4.8 - 14 t2 10 9 8 . d 4.5 14 12 10 9 B 6 4.5 ..5 NOTES A1)&A2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS-CONSULT THIS ENCINEEN.FOR 14 12 9.5 75 8,5 4.5 - - - 12 - 9 8 - - 4 14 12 10, 9 8 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 6'-0" - .- _ _ _ _ _ _ - _ _ _ .. _ _ _ 14 f2 10 9 8 85 5 3.5 74 12 10 9 7.6 5.5 3 - 14 12 10 85 7 5.5 4 3 14 12 a 9.5 6.5 4 3 - (B) TO EXISDNG CONCRETE BLOCK:(ASTM C-90) - - -__34 12 10 9-8 -e - - 14 12 10 9 8 ss 5 .75 14 12 10 6.5 6 5 4 - 1J4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 72 8 'es 5.6 3 - - 14 12, 10 9 8 85 4.5 3.5 14 12 10-_8- ..7--5-5;5'-S - -- -- ------ --- -t/4'0-x 3J4'-Alt-POINTS-SOLID-SEI-ANCHORS,AS-OtSTRIBUTEO_BY AL1-POINTS SCREW,BOLT&SPECIALTY COMPANY. . T-0" - - - - - - - - - - -- - - - - 14 12 70 0 7.5 5,5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. _ - - ---- --- --- - - 14 121101 8 164 4 - - 14- 12 a 7.5 8 4.5 35 - 14 10,5 7, 65 4,5 3,5 - - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 1 7 17.5 14.5 - COMPANY OR ANY CTHER APPROVED LICENSED OR AUrHORrCED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 79 T 6.5 45 - -114 12 10 9 7.615S14 1-114 12 4 1 7 1 a 14Z 3 4 12 W-0' 14 12 B5 7 5.B 3 - - 14 12 8 65 5.5 4' 3 - 125 95 1s 5 4 3 3-6 NO MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON WITH T4 12 95 7.5 6 - - -114 112 9.5 8 8.5 5 -I-I t+ 12 a 6 0.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 9.5 0.5 5 3.6 - - 14 12 10 8 6.5 5 - 14 12 8 6.5 5 4 9'_0- - - 14 12 8.5 7 5.5 4 - _ B,2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - - 14 11 7 55 6 3-9 - - 11 8 5.5 4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a 65 4.5 - - 14 t2 a.5 7 55 4 - 14 10.5 7 5.5 s 45 - _ EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO, 11.5 8.5 - - - - - - -_12- 9 7 6 - - - 14 11 7 6.5 4.5 4 - - B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10•_0" - 0. - - . - - 3 . - - ., - - - -fo14 12 e 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH'TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 70,5 . 5 35 - - - 13 14 65 5 4 3 - - 2. 7,5 5 4 3 4 - - NOTES DA)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 a 5 "u.5 - - - - 14 115 s , S 4 - - 13 9.5 . 5 4 4 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET'2HA, 0.5 8 5 - T4 12 8 65 5.5 4 - 13 10 65 5 4 3 IV-01 - - - _ -_ - - - - - - - - 14 10.6 7 15.514.5 35 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - 12 9 8 4,5 4 3 9 7 4.6 3.5 3 14 to 7 - - - - - 14 10.5 7 5,5 4.5 - - - 1.5 8.5 5.5 4:5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. ' 9.5 7 4.5 - - 14 11.5 7.5 6 6 - 12 9 6 4.5 4 12'-0" - - - - - - - - - - - - 13 10 &5 5 4 - - EDGE DISTANCE X RE SUS SPACING SCHEDULE FOR ANCHORS; L8 8.5 4.5 - - - - 11 8 5.5 4 3.5 - - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 35 9,6 e - - - - 13 0.5 8.5 5 4 - - - T0.5 8 5 4 - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 S.5 AES - - 1t 8,5 5.5 4.5 35 •- RffiUCEO SPACING OBTAINED USING FACTOR SHALL NOT 0E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" _ _ - - - - _ 12 0 6 4.5 4 - FACTOR NLG 8 - - - - - 19 75 5 4 3 - - - 7.5 5.5 d 3 - - - ACTUAL N W/ADVANCED TNRFA0T6RM TECH TAPPER t 12.5 es - - - - 12 s 6 4,5 4 - - - 9s 7 s 4 - - EDGE. ALL POINT SOLID SET BLUE TAP W/GIP 8 6 - - - 13 95 65 5 - - 0.5 7.5 5 4 - - - I V OR DICTANCE MIN.SPACING MIN.SPACING 14'-0" - - - 11 8.5 55 4.5 - - I-D. 3' 4' MIN.SPACING-3 1/2" MIN,SPACING-3' 3 3/4' e i6 7.5 - - - - » 0 7 CS 3.5 -• - - - 7 5 35 3 - - - - POURED CDNq�lE 07NO UT:HDD( POURED CONCRETE& POURED CONCRETE& POURED COND&fE CANRETE�7C CONCRETE BLOCK CONCRETE BLOCK 1.5 8 - - - - - - 11 a 5.5 4,5 - - - - 9 ,6.5 45 - - O 3. MµED,=3 tJ7 MN.ED."2 1/2' FAN,EQ�3 7,C 1AµEQ=3" LAK EQ�3 1jY FAH.EQ=2 0 12 9 6 _ _ _ _ 9.5 7 4.5 ._ _ _ _ 15'-0` - - _ - _ _ - - - - - - - 10.5-8 E - - - - - DE G 0.80 1.0 0.78 1.0 0.87 1.0 9 - - 185 6.5 4. - - - 6.5 5 3 - _ _ _ IN UNISON 1Q - - 0.5 8 5 - 8.5 6 4 - _ 2" 0.71 O51 7 - - _ - - is 11 5.5 - - - - 9 6.S 45 - - - 1 3/4" 0.$� » .. _ ,- 16'-0' - - 10 75 5 - - a 0.43 B 4 _ _ _ 8 4.6 3 _ _ _ _ Ts - - - - - - - 9.5 5'"'s - - - - s 1 e 1 a 1- - -BUILDING_ CODEM Velocit. Iilurricane Bona i4S11�. �....g....w a_ 0015rF1'FI EASTERN METAL SUPPLY,INC. +� e8 SER G HL �/TM i 1�, al��. ® I� o�� ccordion Shutter System Flv. eLnaE#1 w/OR w/o H.v VdNIX>VV BLADE sa American Shutter Systems AtY.Np DESCRIPTION GATE DRAWN BY.- M.L '. STA OE Q.• TICCIT TESTING & ENGINEERING COMPANY N 5Association, Inc. 1 OLD 11-193 4/10/15 DATE: 04/10/15 356 .W.38M.St„Bte,3A'1.VARGIN7A GARDENS. 3316 d� �( �`-1'Td1.71 4 Phono (305)870-1530.Fox:(305)971-1531 4288 West Roods Drive 2 • Al.� 144 WALTERA0006710 P.E. Phone: (800)432;2204 . Fax: (561)209-8380 4 m Beach, FL 33407 DRAWING 5 080 P.E.SE'!�'f9[GZOSIURE/DATE FLORIDA U. #44167 5 SHEET 6 13 OF 2 MAXIMUM ANCHOR* SPACING (tn.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN A S D DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SFE MOUNTINGS 1,J.K 41 L ON SHEET 7) POURED CONCRETE ANCHORS SPACING 1 EGEND WUUuuM I WALK OVER& I7 TRENCH OU RAINGUARD MOUNTING I (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING Spm TAPCON WITHADVANCED (R) A.S.D.OESIGN NEGATIVE LOAD(psf)0 A.S.D.DESIGN NEGATIVE LOAD(pd)I A.SJ).DESIGN NEGATIVE LOAD(pe I) A.S.D.OESIGN NEGATIVE LOAD(psf) THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30' 40 60 75T--F-90 20 180 205 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 6.5 8.5 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 3•-0" 14 12 10 D B 8 6 6 12 12 12 12 12 72 9.5 7 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 BLUE TAP R USS 14 12 10 9 8 B 6 G. 12 12 12 12 05 8 6 4.5 7 7 7 7 7 7 7 8.5 5 6 3 6 5 5 5 5 TAPPER+ 14 12 10 B B B 8 6 12 12 12 12 12 l0 7.5 B 7 7 7 7 7 7 7 7 S 5 3 5 5 5 5 5 14 12 10 9 B B 8 e 12 12 12 12 1.5 B.S.5.5 5 7 7 7 7 7 7 5.5 4 5 5 S 5 5 5 5 4 14 12 10 9 3 B 6 6 12 12 12 12 12 0.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 6 5 5 5 14 -12 10 9 8 B 8 6 12 12 12 9.5 8 6 4.5 J.8 7 7 7 7 7 7 6.5 5 6 5 5 5 5 5 5 5 74 12 10 B B B B e 72 12 12 12 1C 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 1a 9 B 6 6 B 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5•-0" 14 72 10 9 B B 8 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 3.S - 7 7 7 7 7 7 5 3.5 3 3 5 5 5 5 5 4 �` SEE ANCHOR 14 12 10 9 8 8 6 fi 12 12 12 9.5 8 8 4.5 - 7 7 7 7 7 7 5.5 4 S 5 5 5 5 3 S 4 14 12 10 9 8 8 6 6 12 12 1.6 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 9 5 5 4.5 3.5 - SPECIFICATIONS 61-0" 14 12 10 9 6 8 8 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 S. S 5 5 5 5 5 ON SHEET 13 14 12 10 9 6 'B 6 8 12 12 8 6 S 4 3 7 7 7 7 7 5.5 4 5 5 9 5 fi 5 4 3 14 12 10 9 B 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 fi 5 4.5 - 14 12 10 B 8 B a B 12 12 10 B 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 S 5 5. 5 4, 3 7•-0" 14 12 10 B e B 8 6 12 72 _L2_!.52 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 B 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5. 5 3 - 5 5 6 5 5 5 3.5 -A- 14 12 10 9 B 8 '8 6 12 12 8.5 7 5.5 4 7 7 7 7 7 5 5 5 5 5 5 5 4 O VALID ONLY FOR UP TO +70, -75 14 12 10 9 B 8 6 - 12 12 5.5 7 5.5 4 3 - 7 7 7 5.s 4.s 3 5 5 5 5 4.5 3.51- P•SF A.S.D. DESIGN PRESSURE 8•-0" 14 12 10 9 8 B B - 12 12 0.5 7.5 B 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 6 5 RATING & FOR SPANS PER 14 12 10 9 8 8 'e - 12 9 6 4.5 4 3 - - 7 77 7 55 4 - - 5 5 5 5 5 4 3 - 14 12 10 D e B B - 12 11 75 6 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - _ SCHEDULE {�4, SHEET 11 14 12 10 9 8 B - 12 1.5 7.5 8 5 3.5 - 7 7 6.5 5 4 5 5 3 5 4 3 14 12 10 9 B B - - 12 12 95 6.5 55 4 3 - 7 7 7 7 7 7 8 3 5 5 S 5 5 5 5 5 14 12 10 9 8 8 0.5 B 5 4 35 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 6.5 5 4.5 - 7 7 7 6.5 55 - 5 5' 5 5 5 4 14 12 10 9 8 8 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.5 - 5 5 5 4.5 3.5 - 1 O•-0•14 12 10 9 3 B. - - 12 17 85.6 5 3.5 - - 7 7 7 7' 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - 9.5 7 4.5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 14 12 10 9 8 B 12 9 6-5- 4 .7 7 7 6 5 5 5 5 45 5 14 12 10 9 8 8 - 12 95 6 5, 4 3 7 7 5 4 J 5 5 5 4 35 - 11•-D•14 12 10 9 B' S - = 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5' 5 5 5 4 14 12 10 9 8 8 - - 8.5 0.5 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 S 5 4 3 - gggggp••��'��\� BLADE `, 14 12 10 9 e e - - 11 8 55 4 - - - - 7 7 7 5.5 45 - - - 5 5 5 5 4.5 - - A 4 V B I dA ®E ®�LY Y 14 12 10 9 B 1.5 8.5 5.5 4.5 3.5 - 7 7 d.5 3.5 - 5 5 4.5 35 3 \ e 7 V YY....!!Lmi�4 IIILLL ��111 OLL�...... YYY 12•-0"14 12• 10 9 8 - - - 12 9.5 65 5 4 J, - - 7 7 7 7 7 e 3 - 6 5 5 5 5 5 4.5 3.5 14 12 70, 9 8 8 8 4 '3 7 7.3.5 4.5 3.9 - 5 5 5 4.S 4 3 14 12 10 9 B 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 0.5 B 5 4 3.6 - 7 6.5 4.5 3.S - 3 S 4.5 3.5 3 13•-0"14 12 10 9 8 - - - 1.5 8.5 B 4.5 3.5 3 - 7 7 7 7 7 4.5 - - 5 5 S 5 5 5 4.5 3.5 14 12 10 9 B. - 7 5.5 3.5 3 7 7 5 4 3 5 5 B 4 3 -__ 14 12 10 B B 9 7 4.5 .75 - 7 7 5.5 4.5 - 5 5 5 4.5 i 14 12 70 9 10 75 5 4 3 7 0 4 J 5 5 4 3 - _ _ _ _ _ _ _ 14•-0" 14 12 10 9 - - - 0.5 8 55 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 9 5 5 5 4 J 14 12 10 9 - 8.5 5 3 7 7 5 3.5 - 5 5 5 4 14 .12 10 0 - 8.5 6.5 4 7 7 5 4 5 5 ' 4 14 12 10 - 9 7 4.5 J.5 3 7 5.5 3.5 - 5 5 3.5 J 15•-0• 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3,5 - - 5 5 5 5 5 5 4 A- 14 12 10 - 6 4.5 3 7 7 4.5 3 5 5 4.5 35 - 14 12 10 - - _ - - 8 5 4 - - - - 7 7 5 - - - - 5 5 5 4 - - 14 12 70 - 8.5 B.5 4 3.5 - 7 5,5 3.5 - 5 9 3.5 14 12 10 - - - - - 9.5 7 45 3.5 3 - - - 7 7 7 7 8 3 - - 5 5 5 - 14 72 10 8 4.5 3 7 /VO 5 5 4 3.5 - 1 M1 12 10 - - - - - 7S 5.5 '.75 - - - - - 1 5 - - - 6 S 4.5 - CQDE(Niq IT Velocity hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. °'��': �jGENs�••.• BERTHA 19T)l/TM Accordion Shutter System p per- � � s'r: H.V. IRADE 1a �1 w/DR w/o H.v.wlrrl?ow BLADE American Shutter Systems REV.No DESCRIPTION DATE ORAWN DY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, IDC. 1 OLD 11-193 4/10/1 DATE 04/10/15 •••, ;�ORtOQ .��s°� 8355 N.W.36th.6t.,St..15:3 VIRCINW (305 8 1-154.3376 4268 West Roads Drive 2 �1 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ l7s�o 81�`6 X41 a-mail:tllte-90.1. West Palm Beach, FL 33407 3 d ,T�� EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 CJ-080 'V WALTER A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.,44167 5 SHEET 6 14 OF 20 It:. :1 •••' \ 1 • • � \ • .111 : :\ • \ \ :111 •:� :.\1, •:: ...:/\• \ •,• \II\ ,�/' •: •\ :�1 IN-1: :1•\- • . . 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IN . 1 G=�wym TILLIT TESTING & ENGINEERING COMPANY Association, Inc. • West Palm Beach, FL 33407 _w® a (800)432-2204 (561)209-8380 0—�_ ' 1 1 MAXIMUM DES1 N PR SG 1R ATING (p.s.f,). ANDCORRESPONDING MAXIMUM ANGHORt SPACINd (in.) SCHEDULE FOR A GIVEN MAX SHL ITTER-'SPAN NEGATIVEA.S.DDESIGN PRESSURE RATIN(`, AND A CORRESPONDING MOUNTING TYPE, (SEF MOUNTINGS ON SHEETS 16 & 17). SOUTHERN PINE No. 2 W/ MIN. G=.0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH T E °• SPRUCE PINE 5 R CE'PINE 1/2" MIN. COX UGI sNFIR W%5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.50 W/ MIN. G=0.43 W MIN,-.6=0.36 MAx1AR1M SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT'T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGSM, N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WAIL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W &-X- P & Q S &v S &v S &1Y A41L a=KWK PWS K RO1D AM DWd116ME PIEM MN 04 ASD.0.M WAM PR5M MW V ASD.DWRI IEFM flFSk RUNG(A ASA OM IHAAE RMHE RUPL W ASD.DEM IMM(PR19SE UM W XM DWI HTAINE PFWM I=CA ASA DWI WAAE R®RE NM(Ni)ASA OWI HIMM N WIE RABB IX&M MWI ItTAM HfM It=(4 30 40 60 75 90 OS 30 40 fi0 75 90. 05 30 40 60 75 90 OS 30 40 60 75 90 t6l 40 60 75 90 05 30 40 60 75 .90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60.75 90 05 30 40 60 75 90 05 '-0°OR LESS 12 10 10 9 8 8 6 6 6 6 6. 6' 12 10 10 9 8 8 6 6 6 6 6 10 10 9 8 8 6 6 6 6, 6 6 6 5 h 4 4 f32 12 12 12 12 12 12 12 12 .12 12 12 12 12 12 12 12 12 4'-0' 12 70 10'9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 10 10 9 B 8 6 6 6 8 6 6 6 5 4 4 4 12 12 12 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 10 10 9 8 7' 6 6 6 8 6 5 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12' 12 12 12 12 12.12 0. 12 10 10 9 8 6.5 6 6 B 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 70 10 9 6 3.5 6 fi 6 5 5 4.5 6 5 4 M13.5 72 12 12 72 12 12 12 1212 12 12 12 12 12 12 1.0 8.5 7'-0° 12 10 10 9 BS 4 8 6 6 .5 4.5 '4 12 10 10 9 5 3 6 6 6 5 4 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4' - 12 12 12 12 1212 12 12 x,12. 12 10. 12 12 12 0.5 8.5 7.58'-0° 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .S 3.5 10 10 4 - - 8 6 5 ,5 3.5 3 6 5 4 - 12 12 12 12 12 12 12 12 1.2 11 9.5 12 12 1.5 9' 7.5 6.5 9'-0° 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4,5 4 3 10 4 3 - 6 6 4.5 4 3 3• 6 5 3.5- 12 12 12 12 10. 12 12 12 1_i. 9,5 . 12 12 10 8.6.5 5,510'-0" 12 10 7.5 4 - 6 I 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 10 3 - - - 6 6 4 3,5 3 - 6 5 - 12 12 12 1.5 9.5 12 12 12 1:0. 6.5 7.5 12 12 9 7 671'-0' 12 10 5,5 - - 6 4.5- - - 12 It - 6 5.5 3.5- - 12 10 - 8 5.5 4 - 6 5 12 12 12 10 8.5 1212'-0" 12 10 4.5 - 6 4 - - 12 - 6 5 3.5- - - 12 10 - - - 6 5 3.5- 6 5 - 1213'.-0' 12 lY1 - - - 6 - - - 12 - 6 4.5 - - - - 72 7,5 - - - 6 4.5 - - - 6 4.5 - - 12 12 i0. B.5 7.5 12 12 10',8 6.5 5,5 12 0.5 7 5;5 4.5 4 14'-0° 12 10 - - 6 - - - - 12 - .5 4.5 - - - - 12 7 - - .5 4.5 - - 6 3 - - 12 12 12 9.5 8 fi 12 12 9.5"..5 6 4.5 12 15'-0" 12 - - - - 6 - - - - 12 - 5 - - - 12 - - - - 5 - - 6 - - - - 12 12 11 9 7.5 5 72 12 8.5 y7 6 4 12- 6 - 72 - 5 - n HV BLADE OR n HV BLADE Wf qA-&-"\'HV WINDOW BLADE WORKING IN UNISON® O SEE UM ADONS OF USE FOR BLADE UTONS SHEET 19 $ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:O WOOD SOFFIT SHALL BE AS FOLLOWS: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR'W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.O,S.) EP EXCTION:SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/G=0.38(N.D.S.) -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALT_BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IDA BUILDING CODE(High Uelocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. '.' BERTHA P1lHC1TM . 9� a © ®�,® ® Accordion Shutter System .,4_ H,v %AIDE#1 W/�W/O H.V. WINIxW BUOE v % �i American Shutter Systems REV.No 'bESCRIPRON DATE' DRAWN BY: M.L.Q(- TILLIT'TESTING & ENGINEERING COMPANY O ,c Association. Inc. 1 2OLD 11-193o10/1 DATE: 635 04/10/15•••••• :, 5 H.W.N•W.36th.SL, 33 $ta.303,VIRGINIA GARDENS,FLORIDA MID• �� 4268 West Roads Drive 2 _ ,A Phone (305)871-1530.Fax:(305)(]71-1531 DRAWING No �9 a.-II:tilteco®aol.com West Palm Beach, FL 33407 3 TRALICO\t.11 .EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-0$0 WALTER A TILER Jr.P.E. P.E.SEALfS�GN�94E/DATE, FLORIDA U..#44167 5 SHEEP 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Hi/® BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY'Sp�HALL BE LIMITED TO 105.0 sf. A.S.D. S G PRESSURE RATING, S SHEET 9 F 47L SPAN A. .D. 1/4.0 TAPCON WITH ADVANCED SIGN PRESSURE TI G FOR INSTALLATION ITH BIADE (1) & WORKING IN UNISON THREADF•ORM TECHNOLOGY 1/4.0 TAPCON WITH ADVANCED W/ 1 1/2-Min.PENETRATION THRFADFORM TECHNOLOGY OF THREADED AREA TO EXISTING WOOD HEADER. W/7 1/2'Mn.tPENETRATION p i I 1 1 OR (SEE SCHEDULE ON SHEET 15) y, OF THREADED AREA TO p MIN.SEPARATION I I I EXISTING WOOD HEADER. TO GLASS(gam • (SEE SCHEDULE ON SHEET 15) p Sr}ED11lE oN�� I I I I 1 OR� )R 1l� = O 1"Win. 1/4'0-20.3/4'S.S.MACHINE SCREWS EXISTING p ON SF1E�E(T1�19 FOR I 'r, 1 OR 18 W/ 1/4--20 NUTS 0 12"O.C. GLASS—p BLM'��k© _ __ _ WALL - ^t - -FINISH v` —WALL g I i;• FINISH I I PTIONAL ��?L N.E f ,.�• OR \ EVEWALL MIN. I "'•,-^:; FlN SH I III 'oa o w 2'x4'-WOOD-- - -- - HEADER REQUIRED I 1 OR ®O EXISTING MIN. I - I-ry� - -w --- - _ I p 2•x4'WOOD I' I 1/4'0 TAPCON WITH ADVANCED EXISTING IAN.SLPN+ATION I I II HEADER REQUIRED I I THREADFORM TECHNOLOGY G TO LASS(SELF I p MIN.SEPARATION I I I 1 OF THREADED(AREA n. ORATION 2"x4-CONT. SILL SCHEDULE ON SS��F�Tf I I q TO GLASS PLATE REQ'D. MIDWIDTH OF WOOD PLATE 11 FOR B BLADE W D I EXISTING (SEE SCHEDULE I I ON�60�FF®UO i I LASS—p ON SHEET 11) (SEE SCHEDULE ON SHEET 15) MO HV WALL HEADER INSTALLATION ®HV WALL HEADED INSTA LAI_ TION OHV WALL SILL INSTALLATION p MIN. SEPARATION I n MIN.SEPARATION N CLASS EXGLASSISTING MIN.SEPARATION p TO GLASS 1 (SEE SCHEDULE 'tl TO GLASS I 1 EXISTING 11--(SEE SCHEDULE I EXISTING ON SHEET 11) I I I x 2'x4'COM. I 5� ON SHEET 11) I x DLASS---p I WOOD PLATE (SEE SCHEDULE I I GLAS p I �° p 1/4'0-26zJ/4'S.S I 'v REO'D. ON SHEET 11) X U I 1/4"0-20x3/4"SS. I p �•.� MACHINE SCREWS W/ 1 1 I 1 MACHINE SCREWS I I I \ 1/4'-20 NUTS® USING 1/4'-20 NUTS :fir; WA11 =tib' ;+ p 0 12'G.C. 12'O.C. IIT FINISH III I r tV IJ :a.... , O _. � I.:.C, OR 18 OR 2°x4'CONT. 1I E -�# ORB WOOD PLATE I I EQ 1.Min.. REO'D. a 1/4'0 TAPCON WITH ADVANCED Jr` P' +?% THREADFORM TECHNOLOGY :1 1/4'0 TAPCON WITH ADVANCED 1/4'0 TAPCON WITH ADVANCED q,+ `-,;. THREADFORM TECHNOLOGY may: THREADFORM TECHNOLOGY _ W/ 1/2"Min.PENETRATION OF : THREADED AREA INTO PLYWATION OF W/1/2'Min.PEN ON OF ,-SEE SHEET 4 FOR TYPICAL W/ 1 1/2'Min.PENETRATION (SEE SCHEDULE ON SHEET,5) THREADED AREA INTO PLYWOOD. AREA 0 SHUTTER ASSEMBLY. REQ'D.�TE 1- ALL MDW OTH OOF F WOOD PLATE 1 (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE •^ EXISTING MIN. 2"x4'STUDS COMBINED IN ANY WAY TO :Lt FINISH (SEE SCHEDULE ON SHEET 15) -1/2'MIN.CDX PLYWQOD REO'0. 0 16'O.C. MAX.REQ'D. SUIT ANY INSTALLATION. PLYWOOD TO RF ATTACHED TO 1/2'MIN.COX ALL FINISH EXISTING MIN.2'x4'STUDS 0 16'O.C.MAX.REQ'D. STUDS IN ACCORDANCE WITH ,PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED'TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. Q SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. ,TOA////�{si BLADE 1A ON SHEET 19 ©HV ALL SILL INSTALLATION �14T . E Hi h Velocity Hurricane Zona ,T c• l= 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HV�7, Accordion Shutter System / L C ® lac. t>� t� �!!� KV. MADE#1 W/OR W/O HV.AINDOIN BLADE O S 0 . American Shutter Systems REV.Na DESCRIPTION DATE DRAWN LTr: M.L ,n•••,r� TICCIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/1 DATE: 04/10/15 ••.•'�� esss N.W.361l.se,sea.a0s.wtclwA c.Rows.Twwtu 3316 4268 West Roads Drive 2 �� Phana:(305)871-a-man30.FoxL:(305)671-1531 3 DRAWING No West Palm Beach, FL 33407 -IVAL Fa/';��N�t E8-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 '' WALTER A TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA U0.y 44167 5 SHEET G 16 OE 20 1, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) FIV & q& HV® BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE1 ONLY SHALL BE LIMITED TO 105.0 psi A.S.D. DESIGN PRESSURE RATING SEE SHEET 19. FOR MAX SPAN & WALL FINISH ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH ,ORKING IN UNISON 1/4"0 TAPCON WITH ADVANCED THREADFORM EDGE(IF APPLICABLE) TECHNOLOGY RE 1 1/2"Min. 4"x8"(Min.) EXISTING PENETRATION OF THREADED WOOD BEAM RED RED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY _ HEADER. 1/1,°0-20x3 4'S.S. OF EXISTING WOOD BEAM EXISTING WOOD / TO BE CERTIFIED BY TRUSSES OR `(SEE SCHEDULE ON SHEEP 15) PHIWPS TRU55 HEAD REGISTERED ENGINEER OR E E '-" RAFTER® 24' 1'Min. RINE SCREWS 1/2' 1/2' 19 EQ EC W 1 4"-20 NUTS ARCHITECT PRIOR TO O.C.REQUIRED / / SHUTTER INSTALLATION. ® 12"O.C. 1/4.0 TAPCON l4fiFl 1 OR 1 ADVANCED THREADFORM EXISTING SOFFIT <X jg-4257" TECHNOLOGY W/ 1 1/2"Min. 3/4"Max.7HK. xi PENETRATION OF THREADED - Max. AREA TO.L.NG W000 8 EQ Q (/14x3/4' E Q (6063'78"ALLNT. M.TUBE N g I OPNONAL (SEE SCHEDULE ON SHEET 15) ®S.M6°O.C. 3)5/10"0 LAG SCREWS TO ��I I I I I 11 or ©Or 15 EACH RAFTER OR TRUSS. "``'%=' I ©1 or 1©or 15 I LOCATE LAG SCREWS AT MIDW!° I I MEMBEDTH R,ER,(2F Min.NOMINALSTING OOD W DTH) 0 '.EXISTING MIN 2"x4' 1 EXISRNO---O , HEADER REQ'D MIN.SEPARATION I I OPEp TOT EACH ACCEPT THREADED Min. AREA.VAL DPENETRATION FORF GLA SS uITO ' 0 (SEE SCHEDULE ONCLASS SHEET 11) I EXISTING_) I I I 5/16"0 LAG SCREW INSTALLATIONS WITH 72 psf GLASS AT CENTER OF TUBE. I MAX.A.S.D.DESIGN LOAD AND 1 ' 9'-0"MAX.SPAN.THIS I WL -I WSEPAWON I sWN uSAEs(MON INSTALLATION IS ONLY VALD FOR WOOD W/MIN. SPECIFIC eo LUE O to o0GRAVITY of 0.50 As DOUGLASHV WALL HEADER INSTALLATION � EXISTING BLADE w sEEI is GLASS-----j 11 g 18 ° ♦ FIR OR SOUTHERN PINE No.2, I IYIDFSQe© I I I 1 OR l�0 1 1�0&® I 1 OR 1� OR EQUAL NOTE: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING IN ANY WAY TO SUIT ANY NSTALaTiam (: HV CEILING INSTALLATION OHV CEILING INSTALLATION I m aaa 1 OR II MIN.SEPARATION I I D TO G MIN.SEPARATION I I I �°E aI(s¢T:r -I(SEE SCHEDULE I 1 1 TO GLASS I 1 EXISTING 11 si eVOE 1 III�II- I rn DES(1s TTN+ I I ON SHEET 11) IXISRNG (S�SCHEDULE ON SKEET 11) 1 /1 G�5\I L��J`�� I I I GO I I I I ALTERNA 0 1 ANCHOR EXISTING W,� I LOCATION 7/8'MIN. // CLASSY I I I DECK REQUIRED D FlNISH I I 1/4' ©+ 7O-I 3/8 N. WASHERa'HEX HEAD TEK I (NO FINISH ALLOWED) -��.. . 19 Max. w,k•,y I SCREWS® 12"a.c IS'i 1,�; 2"x6'MIN.WOOD � l DECK REOUIRED (NO = EDGE OF DECK 1 3 OR® FINISH ALLOWED) IF APPLICABLE �� 1 4"0 F.H.TAPCON WITH w Eq -EQ 1/40-20x3/4 S.S. EDGE OF DECK 1 2 _ / w u; 1/4'I TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE _ - GE _ ADVANCED THREAOFORM ADVANCED THREADFORM Min. MACHINE SCREWS _ �` TECHNOLOGY W/1 i/2'Min. �`. TECHNOLOGY W/1 1/2"Min. W/ 1/4"-20 NUTS _ 2"MIN. 2 MIN. OF PENETRATION OF THREADED �� DECK IF 2"MIN. AREA®MIDWIDTH OF WOOD 2'x4'CONT PENETRATION OF THREADED a 12'C.C. APPLICABLE SILL PLATE AREA®MIDWIDTH OF WOOD 1/4"0 TAPCON (SEE SCHEDULE ON SHEET 15) WITH ADVANCED THREAOFORM TECHNOLOGY PLATE W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) C DLEEEMI�AONNSHEE7U7B CF O HV WALK-OVER INSTALLATION OV HV WALL SILL INSTALLATION aaasnsoio.� ®HV FLOOR INSTALLATION IEHi h Velocity Hurricane Zone 11 4`` °. �,, � ©2015 EASTERN METAL SUPPLY. INC. 1 'C% BERTHA HV TM E C � o a A.&o�©A© Accordion Shutter System L • H.V. BLADE#1 w/OR w/o FI.v.1MNDOW MADE ! American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.L. $TAT1E OF TILLIT TESTING & ENGINEERING COMPANY is Association. Inc. 1 ALD 11-Is3 4/I0/15 DATE: 04/10/15 8—N.W36th.St.,Sl,.30.5•VIRGINIA GARDENS.FIARIOA 3316 4268 West Roads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ e-mall:tllteco®aol.com West Palm Beach, FL 33407 3 q G g �Fss�O••••L��G� ®-0006719 Phone: (800)432-22Bea Fax: 3340709-8380 ¢ I SHE WALTER A TILLIT Jr.PH s SHEET P.E�'BFht/ TURl:•�DATE FLORIDA Uc.#44167 6 of 20 END INSTALLATIONS n HV & 1-A HV* BLADES INTO 2"x40" MIN. WOOD STUDS. 2'x4"MIN. y., 1/4b TAPCON IYITH 2"x40 MW. WOOD STUDS.—`' VANCED THREADFORM 2'x4°MIN.WOOD 1;� W000 SKIDS. (as APPucaBLty \ / �. \ / (As APPLICABLE) 2'X4'MIN.WOOD \ / TECHNOLOGY ffW BUILDIX STUDS REQ'D. STUDS REO'D. \ / \ / ANCHORS O 6'O.C. .� W/1 1/2•MIN.THREADED `L 7 I \ / �' FINISH FlNISH ti PF7IEmA ION INTO SNOS OR W/MIN. EOfI511NG GLASS "f I' PENEltN710N TO 1/2'CUX ;S E%ISnNG GU55 '� a / \ PLYWOOD IF NO STUDS IXISI: �( EXISTING GLASS � / �.E EXISTING GLASS ED 0 ON MIN.9PARATIMI •�. .. =° I Do. IAN. TO GU65'(5EE -nSa...: m:.yx... .. .. 1/2'MIN.-CD% _ _ _ _ _ 1/ y __ TO GAS(SFE_ - 1 2'MIN.COX- �S_ 2'MIN.CO% _ PLTN wrL SEPAWnON ON TO-GLASS mu E ON SHE" ' PLYWOOD. A, .,';:> •E TD aAss 190E / (DAN }. S1 FORTE ON SDAN PLYWOOD. it FOR RADE 1QAND I 16"x30 SCAm1A.E ON STREET .v s':r�:' iiU.�•;.:TL.�x _ 11 FOR BIDE FOR 1/2 -, 11 FOR H/DEpMID ON SHEEP 19 FOR (6063-T6)CONT. p— 1/2'MIN.CD% 11 FOR BIADE pAAlO O4 SHEEP 1B FTXi ON SHELADEEET 1B FT%1 BADES(D&6) ALUM.clos101 PLYwaoD. ONFUT WALL 1nADEspxp °'.-. .- ,.. •_MIN..__ - - -- PLATE(LOCATE 1/2' ._. us t AT EITHER SIDE'.-MIN OF 40) (eaxt-Ta Kroh aN�7part ( #loo c S.M.S. ptOz1.2•S,M.S, - - (Q pmt/z•sus ro�J A(wixtx)"111 TAMCNS IXl ciswnx AwAncm 0 76 C. -—- 4. TrHRriaORu reanoiocr IIx euentx Ntarola9 m TYD.AT I'A6 o -- 5 - - ------- —.¢:—_ -- - - — - - = sEE DEraC x Fo - - -- - .pnratE AT mn sac oE©1 1 OR®*- - - - 1 OR® 1 OR®o - SIDE CONNECTION X� SEE DETAIL%FOR 1 OR®� TO TRACKS S DE CONNECTION ®°^®a©•07 60.10•®a ha®a©'��"l'Y'•®� FOR SIDE CONK nCSN ©a®a©.Q7 a©a10•®a TO TRACKS 10•�a®•®"©•®°' Z�•®a®'®°'©'®°' TO TRAC125 ®a .07 a50aO0.®a 1(�p•®a©.®a®.®a (D-0-@-@)-0-@- END CONNECTION DETAIL FAIT) CONNECTION DETAIL 9Q END CONNECTION DETAIL© . END CONNECTION DETAIL® E%ISTING +REQUIRED ONLY FOR SPMS GREATER THAN 12'-0' )basnNG GLASS 1/4.0 TAPCON WITH 1/4.0 TAPCON WITH �GUSS '7 ADVANCED THREADFORM ADVANCED 7HREA71R11 _ —G TECHNOLOGY ITW BUILDER TECHNOLOGY RW BUI2'x4'MIN.WOOD ANCHORS W/1 1/2'MIN. ANCH085 W/11/2' S OF USE OF 110TEJ.DED PENEfAA71ON THREADED PENEIRABO #loxt/2S.M.S. MIN.SEPARATION SHEET 19 MAN.SEPARATION sruD4 REQ'D. INTO STUDS O 12o.c. INTO STUDS o tz•o. 01GO..c. o�S(EE 4. TO CLASS(SIE 1/2•MW. ¢ SOHEDULE 1t FDH I�IADEO)AND t Lc/nEOA�10 "� ON AL 19 FOR ON SHEETOeLFO % .:1 5 TnnEsOgBLADES lT91 - 1/2'MIN 'v. -_ _•; ©OR®OR(DOR �OR OR(gOR( 2'MIN. O R 1 5 ,{. X111 ♦ ¢ ' i• 10OR 4 6 OR®OROOR ..:ri:u'/A=.�f:�gc:n'sv`::tw�i`s,�i�' 14�,^,i.�:.d;,'iG`.+it;�..jKi •r.n'.,v?.,tiRR: a®a06•07 a0 10•®a @ORI@OR(qOR(q VIEWv a®a©•70a80a10•®^� WALL FINISH 2`x4'MIN.WOOD WALL ®a©•� .©a 10•®a®•®a©.®a STUDS REQ'D. FINISH 10• .P1 QUAIL END CONNECTION DETAIL 0 D .D AIL 2 Hi h Velocity Hurricane Bone ©2015 EASTERN METAL SUPPLY,INC. J�E�+sF''.. BERTHA HVTM a ^��• • /�iE C �.,. © B MIIIIIII Accordion Shutter System ?"t �i( ,T � H.V. MADE/TI W/OR WAT ITV•WNNy. BLADE American Shutter $t®m51 RLY.No DESCRIPTION DATE DROWN BY: M.L. .B STATE OF :qty :TICCIT TESTING do ENGINEERING COMPANY Association, Inc. t oLD 11-1s3 4/10/15 (ATE oa/la/1s .••F 6355 N.W.36th.St.,Ste.305,MRGINIA GARDENS.FLORIDA 3316 =� OQ •' ', 4268 west Roads Drive 2 DRAWING No Phone:(305-mail:530.Fax:(305)871-1531 west Palm Beach, FL 33407 3 SS OWA1. e-mail:tlltaco6Dol.com 15-080 EB-Oo0671B Phone: (800)432-2204 . Fax: (561)209-8380 a ""• "w" WALTER A TiWT Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.J 44167 6 1 a OF 20 O GENERAL LMITATIONS AND CONDITIONS OF USE FOR BERTHA RV BLADE ACCORDION SHUTTER j9M WORKING IN 1 oflonQow©w14 A G ®+® A A A 1.MAX.A.S.D.DESIGN PRESSURE RATING +110,- 110 p.v.f. (Y7� (Yl� (Yt> 2.MAX.SHUTTER SPAN:96. 3.ALLOWED MOUNTINGS:&D,G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M,0,T. U&W©ON SHEETS 16&17OR 77..2. (}�,ONLRYWITH(j)l AyCf�EEDDEINMA SSY�TESETRICAL OR OPPO NG LAYOUT.N CASARE ALLOWED OF 0 POSNG LAYOUT,R5)MUST BE IN ED ONLY AT FJOERIOR ACCESS SIDE OF O m®m 44 OR 5 CENTTRMA I- 16 5.(A)HV WINDOW BLADEHPI.L ONLY ALLOW A MAXIMUM OF 5 DPENINGS TYP END (3'0 HOLES) FOR®PERILS E AT SPACINGS SHOWN ON SHEET 4. 4 CLEARANCE LFOR®SOP DR HALL BE 12*.EDGE OF HV WINDOW BLADE OF ANY 3'0 H ALLOWED WE AT HV in a (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE® a WINDOW BLADE10 s , (0)KV WINDOW BLADE(9 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O rn as THROUGHOUT SHUTTER'S WIDTH. ` BE)CE MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W LADE OAREITHER SIDE OF THEM. •I / h x a €y (F)POLYCARBONATE,HV WINDOW 44 SHALL BE INSTALLED SO TTiAT TABS FACE SEE END + 1 a9 THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW(-tE4)MUST BE CONNECTION S a ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID D BY/SSA, DETAILS ON SHEETS �tl INC. 10&10 TTP. FULL HEIGHT. �'i;2 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME rp 8 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES zYP 4 $$- 1 &2 ABOVE). . st-9a 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE.OR CONCRETE BLOCK WALL ON SHEETS 12 &13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). _ 8.MINIMUM SEPARATION TO GLASS SCHEDULE (SEE PLAN FOR REQUIREMENTS) D H TYP TOP&BOTTOM W } on®oR�G +� SHUTTER SPAN MINIMUM SEPARATION TO GLASS -•--•-- NUMITED WI-11196-1,1 Max. 5' ELEV,4TION MIN SEPARATION TO GLASS EXISTING GLASS SEE SCHEDULE ON SKEET 12 FOR BIN1Em ——.. ` AND ON TIES SHEET FOR 61ADE5 Q& ________________�__ _--_____— -____�._ \ __—_______—_—__ 5 1 le 1 \ TYP. 1 \ 4 16 l 4 5 T'(p. SYMM CA C'CENTFRIdATES Zl 2® \ /-- W/2 OR 5 AND ' 21 w/o (S NOTE a ABOVE) PLAN \� 4 TYPICAL n HV BLADE WORKING IN UNl P4'�HV WINDOW BLADE 9 SHUTTERS' ��---- II T = FLOR1111 BUILDING CODE(High Uelocity hurricane Rone :,:`6.ENLSc'•.••.r' ®2015 EASTERN METAL SUPP)_Y, INC. v i BERTHA HVTM LIE ® a © ® Accordion Shutter System y"t i H.V. BLADE#1 W/OR W/0 H.V.N7NDUN BLADE >./ � •'(4 American Shutter Systems REV-No DESCRIPTION DATE DRAWN By. M.L. �f TILLIT TESTING & ENGINEERING COMPANY "TO'•••F O�:•� Association, Inc. 1 CLD 11-193 /10/1 DATE: 04/10/15 40111 •• 9355S9 N.W.36th.St..Ste.305,VIRGINIA GARDENS,FLORIDA:3316C 4268 West Roads Drive 2 Se Phonv (305)871-1530.Fax:(305)877-1531 DRAWING No as��I��- a-marl:Bllaco®aol.com West Palm Beach, FL 33407 3 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 1 WALTER A TILLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U..f1 44167 6 SHEET 6 rs of ao INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES 2.000"Max REQUIRED MINIMUM 1 1/2-x 0.035-THICK I. Mtn.ASfM A-653 GRADE 40 T_ 083- Min.C-60 MV.STEEL 3b INTO METAL STUO WALLS gso $T METAL STUDS AT 16"O.C. 6 O.C. (4-0) 41 1/2 475 1 ZA-0 NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE ALumiNum sLr:.FVE 6663-T5 ALLOY 12 FOR 13ERTHA(1)'HV BLADE ACCORDION SHIMER a 60 0. rl: -RJD WALLS REQUIRED MINIMUM Min. 43° 0 SYSTEM INSTALLATION TO METAL S ic SEPARATION TO GLASS SCHEDULE CN I 3/4'UV.1 Q4XLO THICK Min, C. ASTM A-653 GRADE 40 Min.G-60 CONT. TRACK CHANNEL I!a 6,D.C. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 p.s.f. Max. GALVANIZED FASTENED TO STUDS EXISTING FINISH MINIM T_ .W/(2)#6x1/2-_TEK SCREWS ON S APPLICABLE LIM INTERIOR&EXTERIOR FACE 2. MAX, SHUTTER SPAN: 84" SEPARATION ToLsS 43c LENGni + 1" EXISTING GLASS— MI .SEPARATION ToGLASS TO GLASS A SEE SCHEDULE) 43 3. ALLOWED MOUNTING:@ ON THIS SHEET. 1114"0-203LT" BO 3 1/4 MUST PENETRATE tg-I EXISTTING FINISH N AENTERMAT (Typ'� 4. 0 LY E 21 W/ 24 HV LOCK ARE E-ALLOWED AS APPLICABLE It A GE t A AMETRICAL LAYOUT. 1.37 ,.035"THICK WITH ( REQUIRED MINIMUM 0 6"O.C. USE OV(21.R)R 6� LONG, MINIMUM) MUST ALWAYS BE 1��4'x G 1/5'0 MI"* T�35N .250" .050" TRACK CHANNEL a INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF _A 'l'i STEEL LE 40 Mi..GNE0'_ CENTERMATE.- -- -GALVANIZED FASTENED TO-STUDS- 0 6"O.C. (2)#6x1/2"TEK SCREWS ON OR&EXTERIOR FACE Min. 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C "91I.00 CONSTRU00N 1/2' 12 38 CENTERMATE@APPULADE CATION WITH B PRODUCTS EAR—LOK HD tft-REQUIRED MINIMUM /6;,x.1 1/2'x 0.035"THICK 0 6' D.C. M COMPONENTS ASTM A-653 GRADE 40 Min.G-69 GALV.STEEL EUDXI NG Fmis�As APPLICABLE STUDS AT is,D.C. WALL HEADERZSILL INSTALLATION SCALE: 3/8"- 1" M (TYP TOP.&BOTTOM) ILv VA VA 1.3/4"x 6 1/4'x 0.035'THICK Mtn. -ZMSnNG GLASS 'GME 4.KMi..'G-'6'0 GALVANIZED FASTENED TO STUDS i4l� AL TION',, INTERIOR&EXTERIOR FACE SY ETRYC 'A MIN. SEPARATION:,436:43c 2- ATES W/ To GLASS CENTERMATES W/.� CENTERM '(SEE SCH ULE)�' i:'.INTERIOR ACCESS EXTERIOR CCESS SIR:: -----—---------- ------ ---- -----—-- IJIN.SEPARATION TO GLASS INMI R SIPNWION TO GLASS IN W/Ram LOCK(M:W&U4 (6 in. W OUTSIDE LOCK SCIRLM —--- --------=1 t 2)42 21 21 21 21 LOCATED AT @ --------------- --— -------------- ------- --- ----—--------- HV HDDER/SILL ENDS VIEW Y 4 3 1/4' (Typ.)— \<3 (6"Min.) SIDE CONNECTION TO TRACK (Cont.) EYA 6 I/,� mo. E SLACK 7 J24 BY—C __6 1/2'MAX. SLACK **--- FL I 0RI1 A BUILDING CODE(High Velocity Hurricane done� ,,I'$F. It'4 , 0 2015 EASTERN METAL SUPPLY, INC. ��e ............. e BERTHA HVTNI OLT—E—c—o—ar,c_. 00AIN Accordion Shutter System H.V. MADE#1 W/OR W/O H V.WINDOW BI.ADE American Shutter Systems REV.R. DESCRIPTION DATE DRAWN BY: ML TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-193 04/10/15 DATE. 04/10/15 6355 N,W.361h.St,St.305,VIRGINIA GARDENS,FLORIDA 3316f - Phone:(305)871-1530.Fax 1(305)871-1531 4268 West Reeds Drive 2 — DRAWING No 70 -.111 Ut..0-1— West Palm Beach, FL 33407 3 E8-0006719 Ph.ne: (800)432-2204 Fox: (561)209-8380 —4 15-080 WALTER A.OTILLIT Jr.P.E. PZ_5PAL/StGMTtl9E/DATE FLORIDA U..111 44167 5 SHEET 6 20 OF 20